BID SHIPRA HOSTEL-II 21.11.14 - Rites FINANCIA… · Civil, Plumbing, Fire Fighting and Electrical...

RITES LTD

TENDER AND CONTRACT DOCUMENT

for “CONSTRUCTION of NEW HOSTEL BUILDING (SHIPRA–II) at

JAWAHAR LAL NEHRU UNIVERSITY, NEW DELHI ”

PART – 2 (FINANCIAL BID)

NOV- 2014

TENDER No : RITES/CP/TC/JNU/SHIPRA-II/2014

(A Govt. of India Enterprise)

CP DIVISION, RITES OFFICE COMPLEX-II,

RITES BHAWAN, NO-144, SECTOR-44, GURGAON – 122003.

Project: JNU, New DelhiGrand Summary of Shipra Hostel-II

DSR and NDSR Items

Non Schedule Items

(+) or (-) in Figure (+) or (-) in words

A Total of Civil Works (Schedule Item) 321,522,005.87

B Total of PHE Works (Schedule Item) 17,049,782.51

C Total of Electrical Works (Schedule Item) 20,798,607.00

D Total of Civil Works (Non Schedule Item) --

E Total of PHE & Fire Fighting Works (Non Schedule Item) --

F Total of Electrical Works (Non Schedule Item) --

TOTAL OF ALL SCHEDULES (A) TO (F)

GRAND TOTAL OF ALL SCHEDULES (A) TO (F)

UN CONDITIONAL REBATE (IF ANY)

GRAND TOTAL OF ALL SCHEDULES (A) TO (F) AFTER APPLYING REBATE IN RUPEES (In Figure)

In Words

SIGNATURE OF AUTHORIZED SIGNATORY OF TENDERER

NAME OF SIGNATORY

NAME AND SEAL OF TENDERER

GRAND SUMMARYCPWD DSR-2013 ItemsS. No. Description

Estimated Cost (Rs.)

Total Quoted amount in Figures

(Rs.)

Total Amount (In Rupees)

Percentage above (+) or below (-) the Estimated cost as quoted

Project: JNU, New DelhiCivil, Plumbing, Fire Fighting and Electrical Works Estimate of Shipra Hostel-II

DSR and NDSR Items

S. No. Description Amount (Rs.)

PART-I

A CIVIL WORKS (BASED ON DSR 2013)

1 Total of Schedule Item Earth Work (I) : 7,311,190.33

2 Total of Schedule Item Concrete Work (I) : 6,923,773.22

3 Total of Schedule Item RCC Work (I) : 173,313,147.14

4 Total of Schedule Item Brick Work (I) : 29,694,547.10

5 Total of Schedule Item Stone Work (I) : 0.00

6 Total of Schedule Item Marble Work (I) : 1,784,521.22

7 Total of Schedule Item Wood Work (I) : 16,084,695.44

8 Total of Schedule Item Steel Work (I) : 17,264,408.99

9 Total of Schedule Item Flooring Work (I) : 24,428,224.72

10 Total of Schedule Item Finishing Work (I) : 25,348,557.06

11 Total of Schedule Item Water Proofing Work (I) : 13,800,681.81

12 Total of Schedule Item Road Work (I) : 5,568,258.86

TOTAL OF CIVIL WORKS 321,522,005.87

B PHE WORKS (BASED ON DSR 2013)

13 Total of Schedule Item Sewerage System (I) : 1,687,842.20

14 Total of Schedule Item Storm Water Drainage System (I) : 2,287,623.70

15 Total of Schedule Item External Water Supply System (I) : 1,404,446.79

ABSTRACT OF COST


DSR and NDSR Items

S. No. Description Amount (Rs.)

PART-I

ABSTRACT OF COST

16 Total of Schedule Item Internal Water Supply System (I) : 1,758,061.65

17 Total of Schedule Item Soil Waste, Vent Pipes and Fittings (I) : 4,728,736.25

18 Total of Schedule Item Sanitary Fixtures (I) : 1,739,674.75

19 Total of Schedule Item Rain Water Pipes & Fittings (I) : 884,119.55

20 Total of Schedule Item Rain Water Harvesting Chamber (4 nos.) (I) : 2,545,159.32

21 Total of Schedule Item Miscellaneous Works (I) : 14,118.30

TOTAL OF PHE WORKS 17,049,782.51

C ELECTRICAL WORKS (BASED ON DSR 2013)

22 Total of Schedule Item Point Wiring Work (I) : 19,533,076.00

23 Total of Schedule Item Distribution Boards Work (I) : 370,836.00

24 Total of Schedule Item Earthing Work (I) : 57,680.00

25 Total of Schedule Item Cables & Sub-mains Wiring Work (I) : 281,620.00

26 Total of Schedule Item Fans & Fittings Work (I) : 245,798.00

27 Total of Schedule Item Communication System Work (I) : 71,568.00

28 Total of Schedule Item Lightning Protection Work (I) : 238,029.00

TOTAL OF ELECTRICAL WORKS 20,798,607.00

GRAND TOTAL 359,370,395.38


DSR and NDSR Items

S No DSR 2013 Description of Items Unit Quantity Rate (Rs ) Amount (Rs )S. No. DSR 2013 Description of Items Unit Quantity Rate (Rs.) Amount (Rs.)

PART- IPART I

A CIVIL WORKS (BASED ON DSR 2013)A CIVIL WORKS (BASED ON DSR 2013)( )

EARTH WORKSEARTH WORKS

I. Schedule ItemsI. Schedule Items

1 2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in1 2.1 Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m inwidth as well as 10 sqm on plan including disposal of excavated earth upto 50 m and liftwidth as well as 10 sqm on plan including disposal of excavated earth upto 50 m and liftupto 1.5 m, disposed soil to be levelled and neatly dressed p , p y

a) 2 1 1 All kinds of soil 100 sqm 7158 40 4 553 55 325 961 32a) 2.1.1 All kinds of soil 100 sqm 7158.40 4,553.55 325,961.32

2 2 6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means2 2.6 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means( di 30 i d th 1 5 i idth ll 10 l ) i l diover areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including( g p q p ) g

disposal of excavated earth lead upto 50m and lift upto 1 5m disposed earth to bedisposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to bel ll d d tl d dlevelled and neatly dressed.

a) 2 6 1 All kinds of soil cum 4161 71 146 50 609 690 52a) 2.6.1 All kinds of soil cum 4161.71 146.50 609,690.52

3 2.7 Earth work in excavation by mechanical means (Hydraulic excavator) / manual means3 2.7 Earth work in excavation by mechanical means (Hydraulic excavator) / manual meansover areas (exceeding 30cm in depth 1 5 m in width as well as 10 sqm on plan) includingover areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) includingdisposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to bep , p p , plevelled and neatly dressedlevelled and neatly dressed.

) 2 7 1 O di k 2495 29 227 80 568 427 06a) 2.7.1 Ordinary rock cum 2495.29 227.80 568,427.06) y

b) 2 7 3 H d k ( bl ti hibit d) 1664 68 571 90 952 030 49b) 2.7.3 Hard rock ( blasting prohibited) cum 1664.68 571.90 952,030.49

4 2 26 Extra for every additional lift of 1 5 m or part thereof in excavation /banking excavated or4 2.26 Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated orstacked materials.stac ed ate a s

a) 2 26 1 All kinds of soila) 2.26.1 All kinds of soil

1 5M-3 0M cum 1040 43 41 75 43 437 951.5M 3.0M cum 1040.43 41.75 43,437.95

b) 2.26.2 Ordinary rock ) y

1 5M 3 0M 624 26 74 90 46 757 071.5M-3.0M cum 624.26 74.90 46,757.07

c) 2 26 2 Hard rock ( blasting prohibited)c) 2.26.2 Hard rock ( blasting prohibited)

1 5M-3 0M cum 416 17 74 90 31 171 131.5M-3.0M cum 416.17 74.90 31,171.13


DSR and NDSR Items


5 23 2 S l i d t ki f d th t it i l di lt d i l t ( th 2643 44 308 35 815 104 725 23.2 Supplying and stacking of good earth at site including royalty and carriage complete (earth cum 2643.44 308.35 815,104.72measured in stacks will be reduced by 20% for payment)measured in stacks will be reduced by 20% for payment)

6 2 25 Filling available excavated earth (excluding rock) in trenches plinth sides of foundations cum 6805 15 101 50 690 722 736 2.25 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations cum 6805.15 101.50 690,722.73etc. in layers not exceeding 20cm in depth, consolidating each deposited layer byy g p , g p y yramming and watering lead up to 50 m and lift upto 1 5 mramming and watering, lead up to 50 m and lift upto 1.5 m.

7 2 27 Supplying and filling in plinth with Jamuna sand under floors including watering ramming cum 565 63 843 65 477 193 757 2.27 Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming,lid ti d d i l t

cum 565.63 843.65 477,193.75consolidating and dressing complete.g g p

8 1.1 Carriage of materials by Mechanical Transport including loading ,unloading and stacking8 1.1 Carriage of materials by Mechanical Transport including loading ,unloading and stacking

a) 1 1 4 Excavated rocks upto 1 0km cum 9863 97 162 04 1 598 357 70a) 1.1.4 Excavated rocks upto 1.0km cum 9863.97 162.04 1,598,357.70

9 1 2 Carriage of materials by manual labour including loading unloading and stacking for lead9 1.2 Carriage of materials by manual labour including loading, unloading and stacking for lead00upto 500 metrep

a) 1.2.2 Earth Upto 500 m cum 4161.71 276.89 1,152,335.88a) 1.2.2 Earth Upto 500 m cum 4161.71 276.89 1,152,335.88

Total of Schedule Item Earth Work (I) : 7 311 190 33Total of Schedule Item Earth Work (I) : 7,311,190.33

CONCRETE WORKS


10 4.1 Providing and laying in position cement concrete of specified grade excluding the cost ofg y g p p g gcentering and shuttering All work up to plinth level :centering and shuttering - All work up to plinth level :

) 4 1 5 1 3 6 (1 C t 3 d 6 d d t t 20 i l i ) 480 79 4 408 55 2 119 586 75a) 4.1.5 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) cum 480.79 4,408.55 2,119,586.75) ( g gg g )

b) 4 1 8 1 4 8 (1 C t 4 d 8 d d t t 40 i l i ) 1072 71 3 920 65 4 205 720 46b) 4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) cum 1072.71 3,920.65 4,205,720.46


DSR and NDSR Items


11 4 20 P idi d l i i iti d i d l i t t ith t t t11 4.20 Providing and laying in position ready mixed plain cement concrete, with cement contentas per approved design mix and manufactured in fully automatic batching plant andas per approved design mix and manufactured in fully automatic batching plant andt t d t it f k i t it i f ll l d h i ti it t d itransported to site of work in transit mixer for all leads, having continuous agitated mixer,manufactured as per mix design of specified grade for plain cement concrete work,manufactured as per mix design of specified grade for plain cement concrete work,including pumping of R M C from transit mixer to site of laying and curing excluding theincluding pumping of R.M.C. from transit mixer to site of laying and curing, excluding thecost of centering, shuttering and finishing, including cost of curing, admixtures incost of centering, shuttering and finishing, including cost of curing, admixtures inrecommended proportions as per IS : 9103 to accelerate/ retard setting of concreterecommended proportions as per IS : 9103 to accelerate/ retard setting of concrete,improve workability without impairing strength and durability as per direction of thep y p g g y pEngineer - in -chargeEngineer - in -charge.

Note : 1) Excess/less cement used than specified in this item is payable/recoverableNote : 1) Excess/less cement used than specified in this item is payable/recoverablet lseparately.

a) 4 20 2 All works above plinth level upto floor V levela) 4.20.2 All works above plinth level upto floor V level

b) 4 20 2 1 M 15 d l i t t ( t t t @ 240 k / ) id d 71 57 5 979 30 427 938 50b) 4.20.2.1 M-15 grade plain cement concrete (cement content @ 240 kg/cum)considered cum 71.57 5,979.30 427,938.50) g ( @ g )

12 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : sqm 450.00 378.95 170,527.50g p p (6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast

q ,6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast40 mm nominal size, well rammed and consolidated and grouted with fine sand including, g gfinishing the top smoothfinishing the top smooth

Total of Schedule Item Concrete Work (I) : 6,923,773.22Total of Schedule Item Concrete Work (I) : 6,923,773.22

CC O SRCC WORKS

I. Schedule Items

13 5.3 Reinforced cement concrete work in beams, suspended floors, roofs having slope up to cum 50.00 6,107.15 305,357.50, p , g p p15° landings balconies shelves chajjas lintels bands plain window sills staircases and

, ,15 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and

i l t i t fl fi l l l di th t f t i h tt i fi i hispiral stair cases up to floor five level, excluding the cost of centering, shuttering, finishingp p g g g gand reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20and reinforcement, with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

i l i )mm nominal size).

14 5 9 Centering and shuttering including strutting propping etc and removal of form for :14 5.9 Centering and shuttering including strutting, propping etc. and removal of form for :

a) 5 9 1 Foundations footings bases of columns etc for mass concrete sqm 2421 46 186 40 451 360 14a) 5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. sqm 2421.46 186.40 451,360.14


DSR and NDSR Items


b) 5 9 3 S d d fl f l di b l i d l tf 21115 00 371 80 7 850 557 00b) 5.9.3 Suspended floors, roofs, landings, balconies and access platform sqm 21115.00 371.80 7,850,557.00

) 5 9 4 Sh l (C t i it ) 318 59 371 80 118 451 76c) 5.9.4 Shelves (Cast in situ) sqm 318.59 371.80 118,451.76

d) 5 9 5 Lintels beams plinth beams girders bressumers and cantilevers sqm 25384 30 309 80 7 864 056 14d) 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. sqm 25384.30 309.80 7,864,056.14

) 5 9 6 C l Pill Pi Ab t t P t d St t 13061 36 423 00 5 524 955 28e) 5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 13061.36 423.00 5,524,955.28

f) 9 S ( ) 1239 20 3 6 6 0 8f) 5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm 1239.20 375.65 465,505.48) ( g g ) p p q

g) 5 9 15 Small lintels not exceeding 1 5m clear span moulding as in cornices window sills string sqm 761 53 186 40 141 949 19g) 5.9.15 Small lintels not exceeding 1.5m clear span, moulding as in cornices, window sills, stringcourses bands copings bed plates anchor blocks and the like

sqm 761.53 186.40 141,949.19courses, bands, copings, bed plates, anchor blocks and the like.

h) 5 9 16 Edges of slabs and breaks in floors and wallsh) 5.9.16 Edges of slabs and breaks in floors and walls

5 9 16 1 Under 20 cm wide metre 7536 00 111 70 841 771 205.9.16.1 Under 20 cm wide metre 7536.00 111.70 841,771.20

j) 5 9 19 W th h d Ch jj b l t i l di d 100 00 468 20 46 820 00j) 5.9.19 Weather shade, Chajjas, corbels etc., including edges sqm 100.00 468.20 46,820.00

k) 5 9 2 W ll ( thi k ) i l di tt h d il t b tt li th d t i 322 01 334 50 107 712 35k) 5.9.2 Walls (any thickness) including attached pilasters, butteresses,plinth and string courses sqm 322.01 334.50 107,712.35etcetc.

15 5 11 Extra for additional height in centering shuttering where ever required with adequate15 5.11 Extra for additional height in centering, shuttering where ever required with adequatebracing propping etc including cost of de shuttering and decentering at all levels over abracing, propping etc. including cost of de-shuttering and decentering at all levels, over aheight of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to beheight of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to bemeasured)measured)

) 5 11 1 S d d fl f l di b d b l i (Pl t b d) 1356 30 145 60 197 477 28a) 5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). sqm 1356.30 145.60 197,477.28

16 5 22 St l i f t f R C C k i l di t i ht i tti b di l i i16 5.22 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto plinth levelposition and binding all complete upto plinth level.

a) 5 22 6 Thermo Mechanically Treated bars kg 377977 00 66 50 25 135 470 50a) 5.22.6 Thermo-Mechanically Treated bars. kg 377977.00 66.50 25,135,470.50

17 5 22A Steel reinforcement for R C C work including straightening cutting bending placing in17 5.22A Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing initi d bi di ll l t b li th l lposition and binding all complete above plinth level.p g p p

) 5 22A 6 Th M h i ll T t d b k 831010 30 66 50 55 262 184 95a) 5.22A.6 Thermo-Mechanically Treated bars. kg 831010.30 66.50 55,262,184.95


DSR and NDSR Items


18 5 33 P idi d l i i iti hi b t h d d hi i d d i i M 2518 5.33 Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work using cement content as pergrade cement concrete for reinforced cement concrete work, using cement content as per

d d i i i l di i f t t it f l i b t l di th tapproved design mix, including pumping of concrete to site of laying but excluding the costof centering, shuttering, finishing and reinforcement, including admixtures inof centering, shuttering, finishing and reinforcement, including admixtures inrecommended proportions as per IS: 9103 to accelerate retard setting of concreterecommended proportions as per IS: 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as per direction of Engineer-in-improve workability without impairing strength and durability as per direction of Engineer inchargecharge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement( @ gused as per design mix is payable/recoverable separately)used as per design mix is payable/recoverable separately).

a) 5 33 1 All works upto plinth level cum 485 23 5 704 45 2 767 970 27a) 5.33.1 All works upto plinth level. cum 485.23 5,704.45 2,767,970.27

b) 5 33 2 All k b li th l l t fl V l l 3230 43 6 353 00 20 522 921 79b) 5.33.2 All works above plinth level upto floor V level. cum 3230.43 6,353.00 20,522,921.79

19 5.37 Providing and laying in position ready mixed M-25 grade concrete for reinforced cement19 5.37 Providing and laying in position ready mixed M 25 grade concrete for reinforced cementconcrete work using cement content as per approved design mix manufactured in fullyconcrete work, using cement content as per approved design mix, manufactured in fullyautomatic batching plant and transported to site of work in transit mixer for all leads,g p p ,having continuous agitated mixer manufactured as per mix design of specified grade forhaving continuous agitated mixer, manufactured as per mix design of specified grade for

i f d k i l di i f R M C f i i i freinforced cement concrete work, including pumping of R.M.C. from transit mixer to site ofg p p glaying excluding the cost of centering shuttering finishing and reinforcement includinglaying , excluding the cost of centering, shuttering finishing and reinforcement, including

t f d i t i d d ti IS 9103 t l t / t dcost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retardsetting of concrete improve workability without impairing strength and durability as persetting of concrete, improve workability without impairing strength and durability as perdirection of the Engineer in chargedirection of the Engineer - in - charge.

(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement( @ gused as per design mix is payable/recoverable separately)used as per design mix is payable/recoverable separately).

a) 5 37 1 All works upto plinth level cum 3047 66 6 052 90 18 447 181 21a) 5.37.1 All works upto plinth level cum 3047.66 6,052.90 18,447,181.21

b) 5 37 2 All works above plinth level upto floor V level cum 3417 65 6 701 45 22 903 210 59b) 5.37.2 All works above plinth level upto floor V level cum 3417.65 6,701.45 22,903,210.59

20 5 44 Providing and fixing of expansion joint system related with floor location as per drawings20 5.44 Providing and fixing of expansion joint system related with floor location as per drawingsd di ti f E i I Ch Th j i t t ill b f t d d l i band direction of Engineer-In-Charge. The joints system will be of extruded aluminum base

members self aligning / self centering arrangement and support plates etc as per ASTMmembers, self aligning / self centering arrangement and support plates etc. as per ASTMB221 02 Th t h ll b h th t it id fl t fl /fl t ll iB221-02. The system shall be such that it provides floor to floor /floor to wall expansioncontrol system for various vertical localtion in load application areas that accommodatescontrol system for various vertical localtion in load application areas that accommodatesmulti directional seismic movement without stress tomulti directional seismic movement without stress to


DSR and NDSR Items


it' t S t h ll i t f t l fil ith i l l i bit's components. System shall consist of metal profiles with a universal aluminum basemember designed to accommodate various project conditions and finish floor treatmentsmember designed to accommodate various project conditions and finish floor treatments.Th l t h ll b d i d f idth d thi k i d t ti f j tThe cover plate shall be designed of width and thickness required to satisfy projectsmovement and loading requirements and secured to base members by utilizingmovement and loading requirements and secured to base members by utilizingmanufacturer’s pre engineered self centering arrangement that freely rotates / moves inmanufacturer s pre-engineered self-centering arrangement that freely rotates / moves inall directions. The Self – centering arrangement shall exhibit circular sphere ends that lockall directions. The Self centering arrangement shall exhibit circular sphere ends that lockand slide inside the corresponding aluminum extrusion cavity to allow freedom ofand slide inside the corresponding aluminum extrusion cavity to allow freedom ofmovement and flexure in all directions including vertical displacement. Provision ofg pMoisture Barrier Membrane in the Joint System to have watertight joint is mandatoryMoisture Barrier Membrane in the Joint System to have watertight joint is mandatory

i t ll th f t d i d d b E i i Chrequirement all as per the manufactures design and as approved by Engineer -in- Chargeg y g g(Material shall confirm to ASTM 6063 ). (Material shall confirm to ASTM 6063.)

a) 5 44 1 Floor Joint of 100 mm gap metre 125 00 6 334 05 791 756 25a) 5.44.1 Floor Joint of 100 mm gap metre 125.00 6,334.05 791,756.25

21 4 P idi d fi i f i j i l d i h ll j i (i l/ l)21 5.45 Providing and fixing of expansion joint system related with wall joint (internal/external)g g p j y j ( )location as per drawings and direction of Engineer-In- Charge The joints shall be oflocation as per drawings and direction of Engineer-In- Charge. The joints shall be of

t d d l i b b lf li i / t i t d textruded aluminum base members, self aligning / centering arrangement and supportplates as per ASTM B221- 02 The material shall be such that it provides an Expansionplates as per ASTM B221 02. The material shall be such that it provides an ExpansionJoints System suitable for vertical wall to wall/ wall to corner application both new andJoints System suitable for vertical wall to wall/ wall to corner application, both new andexisting construction in office Buildings & complexes with no slipping down tendencyexisting construction in office Buildings & complexes with no slipping down tendencyamongst the components of the Joint System The Joint System shall utilize light weightamongst the components of the Joint System. The Joint System shall utilize light weightaluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snapp g p y plocking the multicellular to facilitate movement (Material shall confirm to ASTM 6063 )locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063.)

a) 5.45.1 Wall Joint of 100 mm gap metre 700.00 5,056.40 3,539,480.00) g p , , ,

22 5 28 Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming per cm 61 88 436 30 26 998 2422 5.28 Providing and fixing in position 12 mm thick bitumen impregnated fibre board conformingto IS: 1838 including cost of primer sealing compound in expansion joints

per cm depth per

61.88 436.30 26,998.24to IS: 1838, including cost of primer, sealing compound in expansion joints depth per

100 m100 mT t l f S h d l It RCC W k (I) 173 313 147 14Total of Schedule Item RCC Work (I) : 173,313,147.14


DSR and NDSR Items


BRICK WORKSBRICK WORKS

I Schedule ItemsI. Schedule Items

23 6 34 Brick work with non modular fly ash lime bricks (FALG Bricks) conforming to IS:1289423 6.34 Brick work with non modular fly ash lime bricks (FALG Bricks) conforming to IS:12894,l d i ti 10 i t th i t t b li th l lclass designation 10 average compressive strength in super structure above plinth level

up to floor V level in :up to floor V level in :

a) 6 34 2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 1754 00 5 124 05 8 987 583 70a) 6.34.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 1754.00 5,124.05 8,987,583.70

24 6 38 Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC cum 2781 00 4 827 45 13 425 138 4524 6.38 Providing and laying autoclaved aerated cement blocks masonry with 100 mm thick AAC cum 2781.00 4,827.45 13,425,138.45blocks in super structure above plinth level up to floor V level in cement mortar 1:4 (1p p p (cement : 4 coarse sand ) The rate includes providing and placing in position 2 Nos 6 mmcement : 4 coarse sand ). The rate includes providing and placing in position 2 Nos 6 mm

S fdia M.S. bars at every third course of masonry worky y

25 6.4 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 75 in5 y ( ) gsuperstructure above plinth level upto floor V level in all shapes and sizes in :superstructure above plinth level upto floor V level in all shapes and sizes in :

) 6 4 2 C t t 1 6 (1 t 6 d) 100 00 5 325 10 532 510 00a) 6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 100.00 5,325.10 532,510.00

26 6 4 H lf b i k i h d l fl h li G b i k (FALG b i k ) f l26 6.45 Half brick masonry with non modular fly ash lime Gypsum bricks (FALG bricks) of classy y yp ( )designation 10 conforming to IS : 12894 in super structure above plinth and upto floor Vdesignation 10, conforming to IS : 12894, in super structure above plinth and upto floor Vl llevel.

a) 6 45 2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm 8669 59 641 30 5 559 808 07a) 6.45.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm 8669.59 641.30 5,559,808.07

27 6 13 Half brick masonry with common burnt clay F P S (non modular) bricks of class27 6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 in superstructure above plinth level up to floor V level.g p p p

a) 6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) sqm 350.00 647.90 226,765.00) ( ) q ,

28 6.15 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course sqm 9019.59 69.50 626,861.51p g p g p yof half brick masonry

q ,of half brick masonry.

29 6 5 Extra for brick work /AAC block masonry / Tile brick masonry in superstructure above floor cum 1187 81 263 30 312 750 3729 6.5 Extra for brick work /AAC block masonry / Tile brick masonry in superstructure above floorV l l f h f fl t th f b h i l

cum 1187.81 263.30 312,750.37V level for each four floors or part thereof by mechanical means.

30 6 44 B i k d i 7 id 11 4 d t li th t ti ith b t l F P S t 600 00 38 55 23 130 0030 6.44 Brick edging 7cm wide 11.4 cm deep to plinth protection with common burnt clay F.P.S. metre 600.00 38.55 23,130.00(non modular) bricks of class designation 7 5 including grouting with cement mortar 1:4 (1(non modular) bricks of class designation 7.5 including grouting with cement mortar 1:4 (1cement : 4 fine sand)cement : 4 fine sand).

Total of Schedule Item Brick Work (I) : 29 694 547 10Total of Schedule Item Brick Work (I) : 29,694,547.10


DSR and NDSR Items


STONE WORKSTONE WORK


Total of Schedule Item Stone Work (I) : 0.00Total of Schedule Item Stone Work (I) : 0.00

MARBLE WORKSMARBLE WORKS

I S h d l ItI. Schedule Items

31 8 1 M bl k t ( li h d d hi t) f thi k 18 f ll li i31 8.1 Marble work gang saw cut (polished and machine cut) of thickness 18 mm for wall lining(veneer work) backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1(veneer work), backing filled with a grout of average 12 mm thick in cement mortar 1:3 (1cement : 3 coarse sand) including pointing with white cement mortar 1:2 (1 white cement :cement : 3 coarse sand), including pointing with white cement mortar 1:2 (1 white cement :2 marble dust) with an admixture of pigment to match the marble shade (To be secured toa b e dust) t a ad tu e o p g e t to atc t e a b e s ade ( o be secu ed tothe backing by means of cramps which shall be paid for separately)the backing by means of cramps, which shall be paid for separately).

8 1 1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble8.1.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.) 8 1 1 2 A f l b 0 50 115 80 2 737 20 316 967 76a) 8.1.1.2 Area of slab over 0.50 sqm sqm 115.80 2,737.20 316,967.76

32 8 2 P idi d fi i 18 thi k t i li h d ld d d32 8.2 Providing and fixing 18mm thick gang saw cut mirror polished premoulded andg g g g p pprepolished) machine cut for kitchen platforms vanity counters window sills facias andprepolished) machine cut for kitchen platforms, vanity counters, window sills , facias andi il l ti f i d i f d h d l d t t l id 20similar locations of required size of approved shade, colour and texture laid over 20mm

thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with whitethick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with whitecement mixed with matching pigment epoxy touch ups including rubbing curingcement, mixed with matching pigment, epoxy touch ups, including rubbing, curing,moulding and polishing to edges to give high gloss finish etc. complete at all levels.g p g g g g g p

8.2.2 Granite of any colour and shadey

) 8 2 2 2 A f l b 0 50 318 59 3 769 70 1 200 988 72a) 8.2.2.2 Area of slab over 0.50 sqm. sqm 318.59 3,769.70 1,200,988.72)

33 8 3 P idi d ldi t 18 thi k bl t t V iti t i l di33 8.3 Providing edge moulding to 18mm thick marble stone counters, Vanities etc. includingmachine polishing to edge to give high gloss finish etc. complete as per design approvedmachine polishing to edge to give high gloss finish etc. complete as per design approvedby Engineer in Chargeby Engineer-in-Charge.

) 8 3 2 G it k t 453 31 210 65 95 489 75a) 8.3.2 Granite work metre 453.31 210.65 95,489.75


DSR and NDSR Items


34 8 4 E t f fi i bl / it t d b di b i it i f i t 431 71 225 75 97 458 5334 8.4 Extra for fixing marble /granite stone over and above corresponding basic item, in facia metre 431.71 225.75 97,458.53and drops of width upto 150 mm with epoxy resin based adhesive including cleaning etcand drops of width upto 150 mm with epoxy resin based adhesive including cleaning etc.

l tcomplete.

35 8 5 E t f idi i f i d i & h f h b i / kit h i k i h 69 00 350 80 24 205 2035 8.5 Extra for providing opening of required size & shape for wash basins/ kitchen sink in each 69.00 350.80 24,205.20kitchen platform vanity counters and similar location in marble/Granite/stone workkitchen platform, vanity counters and similar location in marble/Granite/stone workincluding necessary holes for pillar taps etc including moulding rubbing and polishing ofincluding necessary holes for pillar taps etc. including moulding, rubbing and polishing ofcut edges etc. complete.cut edges etc. complete.

36 8 7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backing36 8.7 Providing and fixing cramps of required size & shape in RCC/ CC / Brick masonry backingith t t 1 2 ( 1 t 2 d) i l di d illi h l iwith cement mortar 1:2 ( 1 cement :2 coarse sand) including drilling necessary hole in

stones and embedding the cramp in the hole (fastener to be paid separately)stones and embedding the cramp in the hole (fastener to be paid separately).

a) 8.7.2 Stainless steel cramps kg 46.32 566.80 26,254.18a) 8.7.2 Stainless steel cramps kg 46.32 566.80 26,254.18

37 8.8 Providing and fixing expansion hold fasteners on C.C. /R.C.C./Brick masonry surfaceg g p ybacking including drilling necessary holes and the cost of bolt etc completebacking including drilling necessary holes and the cost of bolt etc complete.

a) 8.8.1.1 Fastener with threaded dia 6 mm each 92.64 26.05 2,413.27) ,

38 8.10 Providing and fixing stone slab with table rubbed, edges rounded and polished, of sizeg g , g p ,75x50 cm deep and 1 8 cm thick fixed in urinal partitions by cutting a chase of appropriate75x50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriatewidth with chase cutter and embedding the stone in the chase with epoxy grout or withg p y gcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mmcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm

i l i ) di ti f E i i h d fi i h d thnominal size) as per direction of Engineer-in-charge and finished smooth.

) 8 10 2 G it St f d h d 7 00 2 963 40 20 743 80a) 8.10.2 Granite Stone of approved shade sqm 7.00 2,963.40 20,743.80) pp q

Total of Schedule Item Marble Work (I) : 1,784,521.22( ) , ,

WOOD WORKSWOOD WORKS

I Schedule ItemsI. Schedule Items

39 9 21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non39 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-d i f bl k b d i i h f f 1 l h d d ddecorative type, core of block board construction with frame of 1st class hard wood andypwell matched commercial 3 ply veneering with vertical grains or cross bands and facewell matched commercial 3 ply veneering with vertical grains or cross bands and face

b th f f h ttveneers on both faces of shutters :


DSR and NDSR Items


) 9 21 1 35 thi k i l di ISI k d St i l St l b tt hi ith 2323 02 1 684 75 3 913 707 95a) 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws sqm 2323.02 1,684.75 3,913,707.95

b) 9.21.3 25 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano sqm 1775.45 1,383.70 2,456,690.17) ( p ) g p g phinges with necessary screws

q , , ,hinges with necessary screws

40 9 23 E t f idi li i ith 2 d l t k d b tt 25 i i d th ll 4098 47 348 45 1 428 111 8740 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm minimum depth on all sqm 4098.47 348.45 1,428,111.87edges of flush door shutters (over all area of door shutter to be measured)edges of flush door shutters (over all area of door shutter to be measured).

41 9 24 Extra for providing vision panel not exceeding 0 1 sqm in all type of flush doors (cost of41 9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type of flush doors (cost ofl l d d) ( ll f d h b d)glass excluded) (overall area of door shutter to be measured) :g ) ( )

a) 9.24.1 Rectangular or square sqm 25.00 133.55 3,338.75) g q q ,

42 9 26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured) sqm 300 30 98 75 29 654 6342 9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter to be measured). sqm 300.30 98.75 29,654.63

43 9 46 Pro iding and fi ing c rtain rods of 1 25 mm thick chromi m plated brass plate ith t o43 9.46 Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with twochromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc.,chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc.,wherever necessary complete :wherever necessary complete :

) 9 46 3 25 di t 1344 83 444 10 597 239 00a) 9.46.3 25 mm dia metre 1344.83 444.10 597,239.00

44 9 48 Providing and fixing M S grills of required pattern in frames of windows etc with M S44 9.48 Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S.flats, square or round bars etc. including priming coat with approved steel primer allflats, square or round bars etc. including priming coat with approved steel primer allcompletecomplete.

a) 9 48 1 Fi ed to steel indo s b elding kg 47946 23 103 15 4 945 653 62a) 9.48.1 Fixed to steel windows by welding kg 47946.23 103.15 4,945,653.62

45 9 121 P idi d fi i f Fib Gl R i f d l ti (FRP) D F f th l d t 1252 35 467 95 586 037 1845 9.121 Providing and fixing of Fiber Glass Reinforced plastic (FRP) Door Frames of three legged metre 1252.35 467.95 586,037.18of cross-section 90mm x 45mm having single rebate of 32mm x 15mm to receive shutterof cross section 90mm x 45mm having single rebate of 32mm x 15mm to receive shutter

f 30 thi k Th l i t d f ld d ith fi i t t d t t dof 30mm thickness .The laminate doorframe molded with fire resistant grade unsaturatedpolyester resin and chopped mat .Doorframe laminate shall be 2mm thick and shall bepolyester resin and chopped mat .Doorframe laminate shall be 2mm thick and shall befilled with suitable wooden block in all the three legs The frame shall be covered withfilled with suitable wooden block in all the three legs. The frame shall be covered withfiberglass from all sides. M.S. stay shall be provided at the bottom to steady the frame.be g ass o a s des S stay s a be p o ded at t e botto to steady t e a e

46 9.122 Providing and fixing to existing door frames.46 9.122 Providing and fixing to existing door frames.


DSR and NDSR Items


) 9 122 2 30 thi k fib l i f d l ti (F R P ) fl h d h tt i diff t l i d 398 48 2 675 15 1 065 993 77a) 9.122.2 30mm thick fiberglass reinforced plastic (F.R.P.) flush door shutter in different plain and sqm 398.48 2,675.15 1,065,993.77wood finish made with fire retardant grade unsaturated polyester resin moulded to 3mmwood finish made with fire retardant grade unsaturated polyester resin, moulded to 3mmthi k FRP l i t ll d ith it bl d bl k i id t i d l fthick FRP laminate all around, with suitable wooden blocks inside at required places forfixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used as fillerfixing of fittings and polyurethane foam (PUF) / Polystyrene foam to be used as fillermaterial throughout the hollow panel casted monolithically with testing parameters ofmaterial throughout the hollow panel, casted monolithically with testing parameters ofF.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer-F.R.P. laminate conforming to table 3 of IS: 14856, complete as per direction of Engineerin chargein-charge.

47 9 62 Providing and fixing ISI marked oxidised M S sliding door bolts with nuts and screws etc47 9.62 Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc.complete :p

) 9 62 1 300 16 h 1362 00 161 55 220 031 10a) 9.62.1 300x16 mm each 1362.00 161.55 220,031.10)

48 9 63 P idi d fi i ISI k d idi d M S t b lt bl k fi i h (B l t ) ith48 9.63 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) withnecessary screws etc. completenecessary screws etc. complete

a) 9 63 1 250x10 mm each 2186 00 63 55 138 920 30a) 9.63.1 250x10 mm each 2186.00 63.55 138,920.30

b) 9 63 2 200x10 mm each 908 00 56 30 51 120 40b) 9.63.2 200x10 mm each 908.00 56.30 51,120.40

c) 9.63.4 100x10 mm each 5628.00 36.75 206,829.00c) 9.63.4 100x10 mm each 5628.00 36.75 206,829.00

f S S f S49 9.66 Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 withg g gnecessary screws etc complete :necessary screws etc. complete :

a) 9 66 1 125 mm each 4372 00 27 20 118 918 40a) 9.66.1 125 mm each 4372.00 27.20 118,918.40

b) 9 66 2 100 mm each 2814 00 23 55 66 269 70b) 9.66.2 100 mm each 2814.00 23.55 66,269.70

50 9 67 Providing and fixing oxidised M S hasp and staple (safety type) conforming to IS : 36350 9.67 Providing and fixing oxidised M.S. hasp and staple (safety type) conforming to IS : 363ith t l twith necessary screws etc. complete :

a) 9.67.3 90 mm each 20.00 16.10 322.00)

51 9.79 Providing and fixing special quality bright finished brass cupboard or ward robe locks with51 9.79 Providing and fixing special quality bright finished brass cupboard or ward robe locks withfour levers of approved quality including necessary screws etc completefour levers of approved quality including necessary screws etc. complete.

a) 9 79 2 50 mm each 740 00 171 90 127 206 00a) 9.79.2 50 mm each 740.00 171.90 127,206.00

52 9 101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic52 9.101 Providing and fixing aluminium hanging floor door stopper, ISI marked, anodised (anodiccoating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colourg g p ) p y qand shade with necessary screws etc completeand shade, with necessary screws etc. complete.

a) 9 101 2 Twin rubber stopper each 1188 00 80 20 95 277 60a) 9.101.2 Twin rubber stopper each 1188.00 80.20 95,277.60


DSR and NDSR Items


53 9 114 P idi d fi i ti t h f d lit i b d / d b h tt53 9.114 Providing and fixing magnetic catcher of approved quality in cupboard /ward robe shutters,including fixing with necessary screws etc completeincluding fixing with necessary screws etc. complete.

a) 9 114 2 Double strip (horizontal type) each 1480 00 22 55 33 374 00a) 9.114.2 Double strip (horizontal type) each 1480.00 22.55 33,374.00

Total of Schedule Item Wood Work (I) : 16,084,695.44( ) , ,

STEEL WORKSSTEEL WORKS


54 10 14 P idi d fi i d t l d f f i t IS 4351 f t d f54 10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured fromcommercial mild steel sheet of 1 60 mm thickness including hinges jamb lock jambcommercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb,bead and if required angle threshold of mild steel angle of section 50x25 mm or base tiesbead and if required angle threshold of mild steel angle of section 50x25 mm, or base tiesof 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means,of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means,including M S pressed butt hinges 2 5 mm thick with mortar guards lock strikeplate andincluding M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strikeplate andshock absorbers as specified and applying a coat of approved steel primer after pre-p pp y g pp p ptreatment of the surface as directed by Engineerin charge:treatment of the surface as directed by Engineerin- charge:

a) 10 14 1 Profile Ba) 10.14.1 Profile B

10 14 1 1 Fixing with adjustable lugs with split end tail to each jamb metre 4667 40 360 50 1 682 597 7010.14.1.1 Fixing with adjustable lugs with split end tail to each jamb metre 4667.40 360.50 1,682,597.70

55 10 25 St l k ld d i b ilt ti / f d k i l di tti h i ti fi i i55 10.25 Steel work welded in built up sections/ framed work including cutting, hoisting, fixing inposition and applying a priming coat of approved steel primer using structural steel etc. asposition and applying a priming coat of approved steel primer using structural steel etc. asrequiredrequired.

a) 10 25 1 In stringers treads landings etc of stair cases including use of chequered plate wherever kg 100 00 74 30 7 430 00a) 10.25.1 In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever kg 100.00 74.30 7,430.00required, all complete required, all complete

b) 10 25 2 In gratings frames guard bar ladder railings brackets gates and similar works kg 44454 32 86 50 3 845 298 68b) 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. kg 44454.32 86.50 3,845,298.68

56 10 26 Providing and fixing hand rail of approved size by welding etc to steel ladder railing56 10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing,balcony railing, staircase railing and similar works, including applying a priming coat ofy g, g , g pp y g p gapproved steel primerapproved steel primer.

a) 10.26.1 M.S. tube. kg 6396.50 97.45 623,338.93) g ,


DSR and NDSR Items


57 10 13 P idi d fi i T i f f d i d d til t f ild t l T57 10.13 Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections joints mitred and welded including fixing of necessary butt hinges and screwssections, joints mitred and welded, including fixing of necessary butt hinges and screws

d l i i i t f d t l iand applying a priming coat of approved steel primer.

a) 10 13 1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm kg 256 98 81 95 21 059 51a) 10.13.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cmf C C 1 3 6 (1 C 3 d 6 d d 20 i l i )

kg 256.98 81.95 21,059.51of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)( g gg g )

58 10 5 P idi d fi i 1 thi k M S h t d ith f f 40 40 6 l i d58 10.5 Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron andg g g3 mm M S gusset plates at the junctions and corners all necessary fittings complete3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete,i l di l i i i t f d t l iincluding applying a priming coat of approved steel primer.

a) 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 29.40 2,942.00 86,494.80a) 10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces sqm 29.40 2,942.00 86,494.80

59 10 15 Providing and fixing M S Tubular frames for doors windows ventilators and cupboard59 10.15 Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboardi h R l / L T i d f 1 60 hi k M S Sh j i i d dwith Rectangular / L-Type section made of 1.60mm thick M.S. Sheet, joints mitred andg yp j

welded and grinded finish with profiles of required size including fixing of necessary buttwelded and grinded finish, with profiles of required size, including fixing of necessary butthi d d l i i i t f d t l ihinges and screws and applying a priming coat of approved steel primers.

) 10 15 1 Fi i ith 15 3 l 10 l b dd d i t t bl k 15 10 10 k 76486 15 133 65 10 222 373 95a) 10.15.1 Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm kg 76486.15 133.65 10,222,373.95of C C 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

60 10 29 P idi & fi i fl f i t i d l t i d & d ith M S60 10.29 Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S.Flat 15x3 mm and nuts & bolts completeFlat 15x3 mm and nuts & bolts complete.

a) 10 29 1 Galvanised M S Wire gauze with 0 63 mm dia wire and 1 4 mm aperture on both sides sqm 1013 04 512 95 519 638 87a) 10.29.1 Galvanised M.S. Wire gauze with 0.63 mm dia wire and 1.4 mm aperture on both sides sqm 1013.04 512.95 519,638.87

61 10 30 Providing & fixing glass panes with putty and glazing clips in steel doors windows61 10.30 Providing & fixing glass panes with putty and glazing clips in steel doors, windows,l t i d ll l t ithclerestory windows, all complete with :

a) 10.30.2 5.0 mm thick glass panes sqm 270.48 944.90 255,576.55a) 0 30 5 0 c g ass pa es sq 0 8 9 90 55,5 6 55

62 9 12 Extra for providing frosted glass panes in doors windows and clerestory window shutters sqm 103 45 5 80 600 0162 9.12 Extra for providing frosted glass panes in doors, windows and clerestory window shutters. sqm 103.45 5.80 600.01(Area of opening for glass panes excluding portion inside rebate shall be measured).( p g g p g p )

Total of Schedule Item Steel Work (I) : 17,264,408.99( ) , ,


DSR and NDSR Items


FLOORING WORKSFLOORING WORKS


63 11 5 62 thi k t t fl i ith t h d t i d l 50 4548 00 528 25 2 402 481 0063 11.5 62 mm thick cement concrete flooring with concrete hardener topping, under layer 50 mm sqm 4548.00 528.25 2,402,481.00g g ythick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mmthick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm

i l i ) d t l 12 thi k t h d i ti f i 1 2 (1 tnominal size) and top layer 12mm thick cement hardener consisting of mix 1:2 (1 cementhardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardeninghardener mix : 2 graded stone aggregate, 6mm nominal size) by volume, hardeningcompound mixed @ 2 litre per 50 kg of cement or as per manufacture’s specificationscompound mixed @ 2 litre per 50 kg of cement or as per manufacture s specifications.This includes cost of cement slurry, but excluding the cost of nosing of steps etc.y, g g pcompletecomplete.

64 11 13 Providing and fixing glass strips in joints of terrazo/ cement concrete floors64 11.13 Providing and fixing glass strips in joints of terrazo/ cement concrete floors.

a) 11 13 1 40 mm wide and 4 mm thick metre 9096 00 33 80 307 444 80a) 11.13.1 40 mm wide and 4 mm thick metre 9096.00 33.80 307,444.80

65 11 6 Cement plaster skirting up to 30 cm height with cement mortar 1:3 (1 cement : 3 coarse65 11.6 Cement plaster skirting up to 30 cm height, with cement mortar 1:3 (1 cement : 3 coarsed) fi i h d ith fl ti t f t tsand), finished with a floating coat of neat cement.

) 11 6 1 18 thi k 454 80 299 20 136 076 16a) 11.6.1 18 mm thick sqm 454.80 299.20 136,076.16) q

66 11 26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey66 11.26 Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with greycement slurry mixed with pigment to match the shade of the slab including rubbing andcement slurry mixed with pigment to match the shade of the slab including rubbing andpolishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

) 11 26 1 25 thi k 14098 21 1 071 70 15 109 051 66a) 11.26.1 25 mm thick. sqm 14098.21 1,071.70 15,109,051.66)

67 11 27 K t t l b 20 thi k i i f t ki ti d d d ill l id 12 1664 12 1 100 85 1 831 946 5067 11.27 Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm sqm 1664.12 1,100.85 1,831,946.50(average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement(average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cementslurry mixed with pigment to match the shade of the slabs including rubbing and polishingslurry mixed with pigment to match the shade of the slabs, including rubbing and polishingcomplete.p

68 11.31 Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab. metre 1695.30 68.45 116,043.29p g p ,

69 11.32 Extra for Kota stone/ sand stone in treads of steps and risers using single length up to sqm 473.46 15.30 7,243.94p g g g p1 05 metre

q ,1.05 metre .

70 11 23 Marble stone flooring with 18 mm thick marble stone as per sample of marble approved70 11.23 Marble stone flooring with 18 mm thick marble stone, as per sample of marble approvedb E i i h 20 ( ) thi k b f t t 1 4 (1 tby Engineer-in-charge, over 20 mm (average) thick base of cement mortar 1:4 (1 cement :4 coarse sand) laid and jointed with grey cement slurry including rubbing and polishing4 coarse sand) laid and jointed with grey cement slurry, including rubbing and polishing

l t ithcomplete with :


DSR and NDSR Items


) 11 23 2 R j N l i 297 95 1 435 70 427 766 82a) 11.23.2 Raj Nagar plain sqm 297.95 1,435.70 427,766.82

71 11.25 Extra for marble stone flooring in treads of steps and risers using single length up to 2.00 sqm 297.95 289.65 86,301.22g p g g g pmetre

q ,metre .

72 11 20 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with72 11.20 Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed withneat cement slurry mixed with pigment to match the shade of tiles including rubbing andneat cement slurry mixed with pigment to match the shade of tiles including rubbing andcleaning etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarsecleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarsesand).)

a) 11 20 2 Medium shade pigment using 50% white cement 50% Grey cement sqm 168 78 852 95 143 960 90a) 11.20.2 Medium shade pigment using 50% white cement 50% Grey cement sqm 168.78 852.95 143,960.90

73 11 36 P idi d fi i I t lit i l d ll til f i t IS 15622 S 4405 60 793 60 3 496 284 1673 11.36 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 Sqm 4405.60 793.60 3,496,284.16(thickness to be specified by the manufacturer) of approved make in all colours shades(thickness to be specified by the manufacturer) of approved make, in all colours, shadese cept b rg nd bottle green black of an si e as appro ed b Engineer in Charge inexcept burgundy, bottle green, black of any size as approved by Engineer-in-Charge inskirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement :skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement :3 coarse sand) and jointing with grey cement slurry @ 3 3kg per sum including pointing in3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sum including pointing inwhite cement mixed with pigment of matching shade complete.p g g p

74 11.37 Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be sqm 193.61 822.10 159,166.78g y g g (specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in

q ,specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in

l h Whit I G F R d B l id 20 thi k t tcolours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortary y1:4 (1 Cement : 4 Coarse sand) including pointing the joints with white cement and1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and

t hi i t t l tmatching pigment etc., complete.

75 16 90 Providing and laying tactile tile (for vision impaired persons as per standards) of size sqm 150 00 1 363 05 204 457 5075 16.90 Providing and laying tactile tile (for vision impaired persons as per standards) of size sqm 150.00 1,363.05 204,457.50300x300x9.8mm having with water absorption less than 0.5% and conforming to IS:g p % g15622 of approved make in all colours and shades in for outdoor floors such as footpath15622 of approved make in all colours and shades in for outdoor floors such as footpath,court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4y , ,(1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white(1cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white

t i d ith t hi i t t l t di ti f E i icement mixed with matching pigments etc. complete as per direction of Engineer-in-g p g p p gChargeCharge

Total of Schedule Item Flooring Work (I) : 24 428 224 72Total of Schedule Item Flooring Work (I) : 24,428,224.72


DSR and NDSR Items


FINISHING WORKSFINISHING WORKS


76 13.4 12 mm cement plaster of mix :76 13.4 12 mm cement plaster of mix :

a) 13 4 2 1:6 (1 cement: 6 coarse sand) sqm 17896 37 142 25 2 545 758 63a) 13.4.2 1:6 (1 cement: 6 coarse sand) sqm 17896.37 142.25 2,545,758.63

77 13 5 15 mm cement plaster on the rough side of single or half brick wall of mix :77 13.5 15 mm cement plaster on the rough side of single or half brick wall of mix :

a) 13 5 2 1:6 (1 cement: 6 coarse sand) sqm 17896 37 164 75 2 948 426 96a) 13.5.2 1:6 (1 cement: 6 coarse sand) sqm 17896.37 164.75 2,948,426.96

78 5 30 Add for plaster drip course/ groove in plastered surface or moulding to R C C projections metre 200 00 27 85 5 570 0078 5.30 Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. metre 200.00 27.85 5,570.00

79 13.16 6 mm cement plaster of mix :79 13.16 6 mm cement plaster of mix :

a) 13 16 1 1:3 (1 cement: 3 fine sand) sqm 14621 33 120 35 1 759 677 07a) 13.16.1 1:3 (1 cement: 3 fine sand) sqm 14621.33 120.35 1,759,677.07

80 13 26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to sqm 48973 18 100 95 4 943 842 5280 13.26 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface toh f d h l

sqm 48973.18 100.95 4,943,842.52prepare the surface even and smooth completep p p

81 13.81 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound)81 13.81 Distempering with 1st quality acrylic distemper, having VOC (Volatile Organic Compound)content less than 50 grams/ litre of approved brand and manufacture including applyingcontent less than 50 grams/ litre, of approved brand and manufacture, including applyingadditional coats wherever required, to achieve even shade and colour.q ,

) 13 81 2 T t 48973 18 41 75 2 044 630 27a) 13.81.2 Two coats sqm 48973.18 41.75 2,044,630.27

82 13.44 Finishing walls with water proofing cement paint of required shade :g p g p q

a) 13 44 1 New work (Two or more coats applied @ 3 84 kg/10 sqm) sqm 1440 90 54 40 78 384 96a) 13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm) sqm 1440.90 54.40 78,384.96

83 13 84 Painting with synthetic enamel paint having VOC (Volatile Organic Compound) content83 13.84 Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) contentless than 150 grams/ litre, of approved brand and manufacture, including applyingg , pp , g pp y gadditional coats wherever required to achieve even shade and colouradditional coats wherever required to achieve even shade and colour.

) 13 84 2 T t 21191 69 67 00 1 419 843 23a) 13.84.2 Two coats. sqm 21191.69 67.00 1,419,843.23

f f OC84 13.85 Applying priming coats with primer of approved brand and manufacture, having low VOCpp y g p g p pp , g(Volatile Organic Compound ) content(Volatile Organic Compound ) content.


DSR and NDSR Items


) 13 85 1 With d i d i k i d k (h d d ft d) h i VOC 9016 62 33 40 301 155 11a) 13.85.1 With ready mixed pink or grey primer on wood work (hard and soft wood) having VOC sqm 9016.62 33.40 301,155.11content less than 50 grams/ litrecontent less than 50 grams/ litre

b) 13 85 3 With water thinnable cement primer on wall surface having VOC content less than 50 sqm 48973 18 31 55 1 545 103 83b) 13.85.3 With water thinnable cement primer on wall surface having VOC content less than 50 sqm 48973.18 31.55 1,545,103.83grams/litre.g

85 13 72 Washed stone grit plaster on exterior walls height upto 10 metre above ground level in sqm 10936 77 492 45 5 385 812 3985 13.72 D i d

Washed stone grit plaster on exterior walls height upto 10 metre above ground level, int l d l 12 t l t 1 4 (1 t 4 d ) f i

sqm 10936.77 492.45 5,385,812.39Derived two layers, under layer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand ), furrowing

the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg ofthe under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg ofcement per square metre top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarsecement per square metre, top layer 15 mm cement plaster 1:1/ 2:2 (1 cement: 1/2 coarsesand : 2 marble chips 10 mm nominal size), in panels with groove all around as perp ), p g papproved pattern including scrubbing and washing the top layer with brushes and waterapproved pattern, including scrubbing and washing the top layer with brushes and water

f fto expose the stone chippings ,complete as per specification and direction of Engineer-in-p pp g p p p gcharge (payment for providing grooves shall be made separately)charge (payment for providing grooves shall be made separately).

86 13 73 F i f if i i th t l f h d t it l t86 13.73 Forming groove of uniform size in the top layer of washed stone grit plaster as perapproved pattern using wooden battens nailed to the under layer including removal ofapproved pattern using wooden battens, nailed to the under layer, including removal ofwooden battens repair to the edges of panels and finishing the groove complete as perwooden battens, repair to the edges of panels and finishing the groove complete as perspecifications and direction of the Engineer-in-chargespecifications and direction of the Engineer in charge

a) 13.73.1 15 mm wide and 15 mm deep groove metre 30076.12 28.95 870,703.67) p g ,

87 13 74 Extra for washed grit plaster on exterior walls of height more than 10 m from ground level sqm 4711 58 77 90 367 032 0887 13.74 Extra for washed grit plaster on exterior walls of height more than 10 m from ground levelf dditi l h i ht f 3 t th f

sqm 4711.58 77.90 367,032.08for every additional height of 3 m or part thereof.

a) 13 77 Extra for using white cement in place of ordinary cement in the top layer of the item of sqm 10936 77 101 75 1 112 816 35a) 13.77 Extra for using white cement in place of ordinary cement in the top layer of the item ofh d t it l t

sqm 10936.77 101.75 1,112,816.35washed stone grit plaster.

88 13.71 Lettering with black Japan paint of approved brand and manufacture per letter 9000.00 2.20 19,800.0088 13.71 Lettering with black Japan paint of approved brand and manufacture per letter per cm

9000.00 2.20 19,800.00per cm heightg

Total of Schedule Item Finishing Work (I) : 25,348,557.06g ( ) , ,


DSR and NDSR Items


WATER PROOFING WORKSWATER PROOFING WORKS


89 22 5 P idi d l i t fi t t t i k ti f WC b th 1944 88 255 00 495 944 4089 22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom, sqm 1944.88 255.00 495,944.40g y g gkitchen etc by applying cement slurry mixed with water proofing cement compoundkitchen etc., by applying cement slurry mixed with water proofing cement compound

i ti f l iconsisting of applying :

(a) a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement(a) a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cementcompound @ 0 253 kg/sqm This layer will be allowed to air cure for 4 hourscompound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours.

(b) b) Second layer of slurry of cement @ 0 242 kg/sqm mixed with water proofing cement(b) b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cementcompound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed withcompound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed withwater curing for 48 hours The rate includes preparation of surface treatment and sealingwater curing for 48 hours. The rate includes preparation of surface, treatment and sealingof all joints, corners, junctions of pipes and masonry with polymer mixed slurry.j , , j p p y p y y

90 22 7 Providing and laying integral cement based water proofing treatment including preparation90 22.7 Providing and laying integral cement based water proofing treatment including preparationof surface as required for treatment of roofs, balconies, terraces etc consisting ofq , , gfollowing operations:following operations:

) A l i l t f t t i 2 75 k / f t d i d ith ta) Applying a slurry coat of neat cement using 2.75 kg/sum. of cement admixed with water) pp y g y g gproofing compound conforming to IS 2645 and approved by Engineer-in-charge over theproofing compound conforming to IS. 2645 and approved by Engineer in charge over theRCC l b i l di dj i i ll t 300 h i ht i l di l i th fRCC slab including adjoining walls upto 300mm height including cleaning the surfacebefore treatment.before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size withb) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing% ( ) p gcompound conforming to IS : 2645 and approved by Engineer in charge over 20 mm thickcompound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thicklayer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofingy ( ) p gcompound conforming to IS : 2645 and approved by Engineer-in-charge to required slopecompound conforming to IS : 2645 and approved by Engineer-in-charge to required slope

d t ti i il l th dj i i ll t 300 h i ht i l di di fand treating similarly the adjoining walls upto 300 mm height including rounding ofg y j g g g gjunctions of walls and slabsjunctions of walls and slabs


DSR and NDSR Items


) Aft t d f i l i d t f t l i 2 75k /c) After two days of proper curing applying a second coat of cement slurry using 2.75kg/sum of cement admixed with water proofing compound conforming to IS : 2645 andsum of cement admixed with water proofing compound conforming to IS : 2645 and

d b E i i happroved by Engineer-in-charge.d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4coarse sand) admixed with water proofing compound conforming to IS : 2645 andcoarse sand) admixed with water proofing compound conforming to IS : 2645 andapproved by Engineer-in-charge including laying glass fibre cloth of approved quality inapproved by Engineer in charge including laying glass fibre cloth of approved quality intop layer of plaster and finally finishing the surface with trowel with neat cement slurry andtop layer of plaster and finally finishing the surface with trowel with neat cement slurry andmaking pattern of 300x300 mm square 3mm deep.g p q pe) The whole terrace so finished shall be flooded with water for a minimum period of twoe) The whole terrace so finished shall be flooded with water for a minimum period of two

k f i d f fi l t t All b ti t b d i d dweeks for curing and for final test. All above operations to be done in order and asgdirected and specified by the Engineer-in-Charge :directed and specified by the Engineer in Charge :

a) 22 7 1 With average thickness of 120mm and minimum thickness at khurra as 65 mm sqm 6082 70 882 60 5 368 591 02a) 22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm. sqm 6082.70 882.60 5,368,591.02

91 22 14 Grading roof for water proofing treatment with91 22.14 Grading roof for water proofing treatment with

a) 22 14 1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm cum 233 95 5 021 05 1 174 674 65a) 22.14.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm cum 233.95 5,021.05 1,174,674.65nominal size))

92 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 each 105.00 167.45 17,582.2592 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P V C

each 105.00 167.45 17,582.25(1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C.sheet 1 m x1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3, p (coarse sand) and a coat of neat cement rounding the edges and making and finishing thecoarse sand) and a coat of neat cement, rounding the edges and making and finishing theoutlet complete. p

93 12 55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI sqm 6082 70 1 108 70 6 743 889 4993 12.55 Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x 20 mm) with SRI( l f ti i d ) > 78 l fl ti > 0 70 d i iti l itt > 0 75

sqm 6082.70 1,108.70 6,743,889.49(solar refractive index) > 78, solar reflection > 0.70 and initial emittance > 0.75 onwaterproof and sloped surface of terrace laid on 20 mm thick cement sand mortar in thewaterproof and sloped surface of terrace, laid on 20 mm thick cement sand mortar in theratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement &ratio of 1:4 (1 cement : 4 coarse sand) and grouting the joints with mix of white cement &marble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cutsmarble powder in ratio of 1:1, including rubbing and polishing of the surface upto 3 cutscomplete including providing skirting upto 150 mm height along the parapet walls in thecomplete, including providing skirting upto 150 mm height along the parapet walls in thesame manner.

Total of Schedule Item Water Proofing Work (I) : 13,800,681.81g ( ) , ,


DSR and NDSR Items


ROAD WORKROAD WORK

I. Schedule Items

94 16.1 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne sqm 9395.00 73.55 691,002.25p g pcapacity after excavating earth to an average of 22 5 cm depth dressing to camber and

q ,capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and

lid i i h d ll i l di ki d h d l i d lli hconsolidating with road roller including making good the undulations etc. and re-rolling theg g g g gsub grade and disposal of surplus earth lead upto 50 metressub grade and disposal of surplus earth lead upto 50 metres.

95 16 2 Extra for compaction of earth work in embankment under optimum moisture conditions to cum 2330 90 9 30 21 677 3795 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions togive at least 95% of the maximum dry density (proctor density)

cum 2330.90 9.30 21,677.37give at least 95% of the maximum dry density (proctor density).

96 16 3 S l i d t ki t it96 16.3 Supplying and stacking at site.pp y g g

) 16 3 6 S i 13 2 i l i (T A) 1 1410 20 222 20 21a) 16.3.6 Stone screening 13.2 mm nominal size (Type A). cum 157.57 1410.20 222,205.21) g ( yp )

b) 16.3.7 Stone screening 11.2 mm nominal size (Type B) cum 157.57 1453.80 229,075.27) g ( yp ) ,

c) 16.3.9 Good earth cum 78.78 308.35 24,291.81) ,

d) 16.3.10 Moorum. cum 78.78 646.55 50,935.21) ,

97 16.4 Laying , spreading and compacting stone aggregate of specified sizes to WBM cum 1631.63 388.85 634,459.339 6 ay g , sp ead g a d co pac g s o e agg ega e o spec ed s es ospecifications including spreading in uniform thickness hand picking rolling with 3

cu 63 63 388 85 63 , 59 33specifications including spreading in uniform thickness, hand picking , rolling with 3wheeled road / vibratory roller 8-10 tonne in stages to proper grade and camber, applyingy g p p g , pp y gand brooming requisite type of screening / binding material to fill up interstices of coarseand brooming requisite type of screening / binding material to fill up interstices of coarse

t t i d ti t th i d d itaggregate watering and compacting to the required density .gg g g g y

98 16.54 Providing and laying Dense Graded Bituminous Macadam using crushed stoneg y g gaggregates of specified grading premixed with bituminous binder and filler transportingaggregates of specified grading, premixed with bituminous binder and filler, transportingthe hot mix to work site by tippers, laying with paver finisher equiped with electronicy pp , y g p q psensor to the required grade level and alignment and rolling with smooth wheeledsensor to the required grade, level and alignment and rolling with smooth wheeled,ib t d t d ll ifi ti t hi th d i d ti dvibratory and tandem rollers as per specifications to achieve the desired compaction andy

density complete as per specificatons and directions of Engineer-in-Chargedensity, complete as per specificatons and directions of Engineer in Charge.

) 16 54 1 50 t 100 t d thi k ith bit f d VG 30 @ 5% 294 60 8 724 75 2 570 311 35a) 16.54.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% cum 294.60 8,724.75 2,570,311.35(percentage by weight of total mix) and lime filler @ 2% (percentage by weight of(percentage by weight of total mix) and lime filler @ 2% (percentage by weight ofAggregate) prepared in Batch Type Hot Mix Plant of 100 120 TPH capacityAggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.


DSR and NDSR Items


99 16 30 P idi d l i t k t i h t t i ht bit f d VG 1099 16.30 Providing and applying tack coat using hot straight run bitumen of grade VG - 10,including heating the bitumen spraying the bitumen with mechanically operated spray unitincluding heating the bitumen, spraying the bitumen with mechanically operated spray unitfitt d bit b il l i d i th i ti d ffitted on bitumen boiler, cleaning and preparing the existing road surface as perspecifications :specifications :

a) 16 30 1 On W B M @ 0 75 Kg / sqm sqm 3928 00 43 65 171 457 20a) 16.30.1 On W.B.M. @ 0.75 Kg / sqm sqm 3928.00 43.65 171,457.20

100 16 68 Providing and laying 60mm thick factory made cement concrete interlocking grass paver sqm 500 00 557 45 278 725 00100 16.68 Providing and laying 60mm thick factory made cement concrete interlocking grass paverbl k f M 30 d d b bl k ki hi ith t ib t ti f

sqm 500.00 557.45 278,725.00block of M -30 grade made by block making machine with strong vibratory compaction, ofapproved size design & shape laid in required colour and pattern over and includingapproved size, design & shape, laid in required colour and pattern over and including50mm thick compacted bed of coarse sand filling the joints with fine sand etc all50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. allcomplete as per the direction of Engineer-in-charge.complete as per the direction of Engineer in charge.

101 16 69 Providing and laying at or near ground level factory made kerb stone of M-25 grade cum 35 00 5 236 95 183 293 25101 16.69 Providing and laying at or near ground level factory made kerb stone of M-25 gradet i iti t th i d li l l d t j i t d ith t t 1 3

cum 35.00 5,236.95 183,293.25cement in position to the required line, level and curvature jointed with cement mortar 1:3(1 cement : 3 coarse sand ) including making joints with or without grooves (thickness of(1 cement : 3 coarse sand ) including making joints with or without grooves (thickness ofjoints except at sharp curve shall not to more than 5mm) including making drainagejoints except at sharp curve shall not to more than 5mm) including making drainageopening wherever required complete etc. as per direction of Engineer-in-charge (length ofopening wherever required complete etc. as per direction of Engineer in charge (length offinished kerb edging shall be measured for payment) (Precast C C kerb stone shall befinished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall beapproved by Engineer-in-charge).pp y g g )

102 16 8 Brick edging laid lengthwise with half brick depth including excavation refilling and102 16.8 Brick edging laid lengthwise with half brick depth including excavation, refilling anddisposal of surplus earth lead upto 50 metres :disposal of surplus earth lead upto 50 metres :

) 16 8 1 Wi h b l F P S ( d l ) b i k f l d i i 30 00 36 3 11 086a) 16.8.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 metre 305.00 36.35 11,086.75) y ( ) g

103 16.73 Dry stone pitching 22.5cm thick laid in courses and required profile with hammer dressed sqm 606.42 225.60 136,808.35103 16.73 Dry stone pitching 22.5cm thick laid in courses and required profile with hammer dressedstones having no side less than 15 cm with minimum depth of 20cm including preparing

sqm 606.42 225.60 136,808.35stones having no side less than 15 cm, with minimum depth of 20cm including preparingthe bedding surface etc. all complete.(Payment for Stone to be made separately)g p ( y p y)

104 16.74 75 mm thick back filling for pitching including supplying of required materials andg p g g pp y g qconsolidation etc complete with :consolidation etc. complete with :

a) 16 74 2 Stone aggregate 20 mm nominal size sqm 1516 05 121 40 184 048 47a) 16.74.2 Stone aggregate 20 mm nominal size. sqm 1516.05 121.40 184,048.47

b) 16 74 3 Stone aggregate 40 mm nominal size sqm 1516 05 104 80 158 882 04b) 16.74.3 Stone aggregate 40 mm nominal size. sqm 1516.05 104.80 158,882.04

Total of Sched le Item Road Work (I) 5 568 258 86Total of Schedule Item Road Work (I) : 5,568,258.86


DSR and NDSR Items


B PHE WORKS (BASED ON DSR 2013)B PHE WORKS (BASED ON DSR 2013)SECTION -A - INTERNAL & EXTERNAL PHE WORKS (BASED ON DSR 2013)SECTION -A - INTERNAL & EXTERNAL PHE WORKS (BASED ON DSR 2013)

SEWERAGE SYSTEM SEWERAGE SYSTEM

I S h d l ItI - Schedule Item105 19 10 Providing laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of105 19.10 Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of

t t i th ti f 1 1 (1 t 1 fi d) i l di t ti f j i t

cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of jointsetc complete:etc. complete:

a) 19 1 1 100 mm diameter Metre 50 00 197 60 9 880 00a) 19.1.1 100 mm diameter Metre 50.00 197.60 9,880.00b) 19.1.4 250 mm diameter Metre 160.00 676.75 108,280.00b) 9 50 d a ete et e 60 00 6 6 5 08, 80 00

106 19.20 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded106 19.20 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 gradedstone aggregate 40 mm nominal size) all round S W pipes including bed concrete as per

stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as perstandard design:g

a) 19.2.1 100mm dia SW pipe Metre 50.00 543.55 27,177.50) p p ,

b) 19 2 4 250 di SW i M t 545 00 896 15 488 401 75b) 19.2.4 250mm dia SW pipe Metre 545.00 896.15 488,401.75) p p

107 19.40 Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating107 19.40 Providing and fixing square mouth S.W. gully trap class SP 1 complete with C.I. gratingbrick masonry chamber with water tight C I cover with frame of 300 x300 mm size (inside)

brick masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside)the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg asg g gper standard design :per standard design :

) 19 4 2 150 100 i P ta) 19.4.2 150 x 100mm size P-type

19 4 2 1 With common burnt clay F P S (non modular) bricks of class designation 7 5 Each 46 00 1546 95 71 159 7019.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 46.00 1546.95 71,159.70

108 19 60 P idi d l i NP2 l (li ht d t ) R C C i ith ll j i t d108 19.60 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointedwith stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)i l di t ti f j i t t l tincluding testing of joints etc. complete :

) 19 6 3 250 di RCC i M t 385 00 455 90 175 521 50a) 19.6.3 250mm dia RCC pipe Metre 385.00 455.90 175,521.50


DSR and NDSR Items


109 19 7 C t ti b i k h l i t t 1 4 ( 1 t 4 d )109 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand )with R C C top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregatewith R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate20 i l i ) f d ti t 1 4 8 i (1 t 4 d 8 d d20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 gradedstone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortarstone aggregate 40mm nominal size), inside plastering 12mm thick with cement mortar1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and makingchannels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregatechannels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate20mm nominal size) finished with a floating coat of neat cement complete as per standard20mm nominal size) finished with a floating coat of neat cement complete as per standarddesign :g

a) 19 7 1 Inside size 90x80 cm and 45 cm deep including C I cover with frame (light duty) 455x610a) 19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610mm internal dimensions total weight of cover and frame to be not less than 38 kg (weightmm internal dimensions, total weight of cover and frame to be not less than 38 kg (weightof cover 23 kg and weight of frame 15 kg):o co e 3 g a d e g t o a e 5 g)


b) 19 7 2 Inside size 120x90 cm and 90 cm deep including C I cover with frame (medium duty) 500b) 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of, g g ( gcover 58 kg and weight of frame 58 kg) :cover 58 kg and weight of frame 58 kg) :

19.7.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 13.00 17592.00 228,696.00y ( ) g ,

110 19 80 Extra for depth for manholes:110 19.80 Extra for depth for manholes:

a) 19 8 1 Size 90 x 80 cma) 19.8.1 Size 90 x 80 cm

19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 11.00 5481.40 60,295.40y ( ) g ,

b) 19.8.2 Size 120x90 cmb) 19.8.2 Size 120x90 cm

19.8.2.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 13.50 6563.00 88,600.50y ( ) g ,


DSR and NDSR Items


111 19 16 P idi l f t f t t f i i 6 thi k l ti l t d E h 102 00 295 20 30 110 40111 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as Each 102.00 295.20 30,110.40per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum crossper IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross

ti 23 25 d ll i i l th 263 d idth 165 ithsection as 23 mmx25mm and over all minimum length 263 mm and width as 165mm withminimum 112 mm space between protruded legs having 2 mm tread on top surface byminimum 112 mm space between protruded legs having 2 mm tread on top surface byribbing or chequering besides necessary and adequate anchoring projections on tailribbing or chequering besides necessary and adequate anchoring projections on taillength on 138 mm as per standard drawing and suitable to with stand the bend test andlength on 138 mm as per standard drawing and suitable to with stand the bend test andchemical resistance test as per specifications and having manufacture's permanentchemical resistance test as per specifications and having manufacture s permanentidentification mark to be visible even after fixing, including fixing in manholes withg, g g30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

t 20 i l i ) l t d iaggregate 20 mm nominal size) complete as per design.gg g ) g

112 19 21 Making connection of drain or sewer line with existing manhole including breaking into112 19.21 Making connection of drain or sewer line with existing manhole including breaking intod ki d th ll fl ith t t 1 2 4 i (1 t 2and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sidessand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sidesith t t 1 3 (1 t 3 d) fi i h d ith fl ti t f twith cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat

cement and making necessary channels for the drain etc. complete :cement and making necessary channels for the drain etc. complete :

) 19 21 2 F i 250 t 300 di t E h 1 00 394 75 394 75a) 19.21.2 For pipes 250 to 300 mm diameter Each 1.00 394.75 394.75

113 2.60 Earth work in excavation by mechanical means (hydraullic excavator) / manual meansy ( y )over areas (exceeding 30cm in depth 1 5m in width as well as 10 sqm on plan) includingover areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including

f fdisposal of excavated earth lead upto 50m and lift upto 1.5m, disposal earth to be levelledp p p , pand neatly dressedand neatly dressed.

a) 2 6 1 All kinds of soil Cum 138 00 146 50 20 217 00a) 2.6.1 All kinds of soil Cum 138.00 146.50 20,217.00

114 2 25 Filling available excavated earth (excluding rock) in treanches plinth sides of Cum 23 00 101 50 2 334 50114 2.25 Filling available excavated earth (excluding rock) in treanches, plinth, sides of Cum 23.00 101.50 2,334.50foundations etc. in layers not exceeding 20cm in depth, consolidating each depositedfoundations etc. in layers not exceeding 20cm in depth, consolidating each depositedlayer by ramming and watering lead up to 50m and lift upt 1 5mlayer by ramming and watering, lead up to 50m and lift upt 1.5m.


DSR and NDSR Items


115 2 10 E ti t h f i d idth f i bl t i l di ti f115 2.10 Excavating trenches of required width for pipes, cables, etc including excavation forsockets and dressing of sides ramming of bottoms depth upto 1 5 m including gettingsockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting

t th t d il d th t i th il i d i l t di 20out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc. andcm in depth, including consolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed within a lead of 50 m :disposing of surplus excavated soil as directed, within a lead of 50 m :

) 2 10 1 All ki d f ila) 2.10.1 All kind of soils )

2 10 1 2 Pi bl t di 80 di b t t di 300 di M t 415 00 192 75 79 991 252.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Metre 415.00 192.75 79,991.25

116 2.11 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceedingg p p , p g1 5 m but not exceeding 3 m (Rate is over corresponding basic item for depth upto 1 51.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5metre).)

a) Pipes cables etc exceeding 80 mm dia but not exceeding 300 mm dia Metre 180 00 260 21 46 838 25a) Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Metre 180.00 260.21 46,838.25

Total of Schedule Item Sewerage System (I) : 1,687,842.20Total of Schedule Item Sewerage System (I) : 1,687,842.20

STORM WATER DRAINAGE SYSTEMSTORM WATER DRAINAGE SYSTEM

I - Schedule Item

117 19 20 P idi d l i t t 1 5 10 (1 t 5 fi d 10 d d t117 19.20 Providing and laying cement concrete 1:5:10 (1 cement: 5 fine sand: 10 graded stone g y g ( gaggregate 40mm nominal size) all-round S W pipes including bed concrete as peraggregate 40mm nominal size) all round S.W. pipes including bed concrete as pert d d d istandard design.

a) 19.2.2 150mm dia RCC pipe Metre 1075.00 664.80 714,660.00a) 19.2.2 150mm dia RCC pipe Metre 1075.00 664.80 714,660.00

b) 19.2.4 250mm dia RCC pipe Metre 170.00 896.15 152,345.50) p p ,

) D i d 300 di RCC i M t 95 00 1226 70 116 536 50c) Derived 300mm dia RCC pipe Metre 95.00 1226.70 116,536.50)from DSR

p pfrom DSR It NItem No. 19 2 419.2.4

118 19 6 Providing and laying non-pressure NP2 class (light duty) R C C pipes with collars jointed118 19.6 Providing and laying non pressure NP2 class (light duty) R.C.C. pipes with collars jointedith tiff i t f t t i th ti f 1 2 (1 t 2 fi d)with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)

including testing of joints etc. complete :including testing of joints etc. complete :


DSR and NDSR Items


a) 19 6 2 150mm dia RCC pipe Metre 1075 00 340 35 365 876 25a) 19.6.2 150mm dia RCC pipe Metre 1075.00 340.35 365,876.25

b) 19.6.3 250mm dia RCC pipe Metre 170.00 455.90 77,503.00) p p ,

) 19 6 4 300 di RCC i M t 95 00 494 35 46 963 25c) 19.6.4 300mm dia RCC pipe Metre 95.00 494.35 46,963.25) p p

119 19.27 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cement119 19.27 Constructing brick masonry road gully chamber 50x45x60cm with bricks in cementmortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontalmortar 1:4 (1 cement : 4 coarse sand) including 500x450mm precast RCC horizontalgrating with frame complete as per standard design.g g p p g

a) 19 27 1 With common burnt clay F P S (non modular) bricks of class designation 7 5 Each 132 00 3774 95 498 293 40a) 19.27.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 132.00 3774.95 498,293.40

120 D i d E t d th f d ll h b 50 45 60 M t 10 00 3532 00 35 320 00120 Derived Extra depth for road gully chamber 50x45x60cm Metre 10.00 3532.00 35,320.00from DSRfrom DSR item noitem no. 19.2719.27

121 19 30 Constructing brick masonry chamber for underground C I inspection chamber and121 19.30 Constructing brick masonry chamber for underground C.I. inspection chamber andbends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame( )(light duty) 455x610 mm internal dimensions total weight of cover with frame to be not(light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not

( f f f ) C Cless than 38 kg (weight of cover 23 kg and weight of frame 15 kg), R.C.C. top slab withg ( g g g g), p1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),f d ti t 1 5 10 (1 t 5 fi d 10 d d t t 40foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mmnominal size) inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarsenominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse

d) fi i h d th ith fl ti t f t t ll d b d t tsand), finished smooth with a floating coat of neat cement on walls and bed concrete etc.complete as per standard design :complete as per standard design :

a) 19 30 1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :a) 19.30.1 Inside dimensions 455x610 mm and 45 cm deep for single pipe line :


122 19 31 E f d h b d 4 f b i k h b122 19.31 Extra for depth beyond 45 cm of brick masonry chamber :p y y

) 19 31 1 F 455 610 ia) 19.31.1 For 455x610 mm size)

19 31 1 1 With b t l F P S ( d l ) b i k f l d i ti 7 5 M t 1 00 3820 80 3 820 8019.31.1.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Metre 1.00 3820.80 3,820.80


DSR and NDSR Items


123 2 10 Excavating trenches of required width for pipes cables etc including excavation for123 2.10 Excavating trenches of required width for pipes, cables, etc including excavation fork t d d i f id i f b tt d th t 1 5 i l di ttisockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m including getting

out the excavated soil, and then returning the soil as required, in layers not exceeding 20out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming watering etc andcm in depth, including consolidating each deposited layer by ramming, watering, etc. anddisposing of surplus excavated soil as directed, within a lead of 50 m :disposing of surplus excavated soil as directed, within a lead of 50 m :

a) 2.10.1 All kind of soils )

2 10 1 2 Pi bl t di 80 di b t t di 300 di M t 1340 00 192 75 258 285 002.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. Metre 1340.00 192.75 258,285.00

Total of Schedule Item Storm Water Drainage System (I) : 2 287 623 70Total of Schedule Item Storm Water Drainage System (I) : 2,287,623.70

EXTERNAL WATER SUPPLY SYSTEMEXTERNAL WATER SUPPLY SYSTEM

I - Schedule ItemI - Schedule Item124 18 90 P idi d fi i Chl i t d P l i l Chl id (CPVC) i h i th l t bilit124 18.90 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityg g y y ( ) p p g y

for hot & cold water supply including all CPVC plain & brass threaded fittings This includesfor hot & cold water supply including all CPVC plain & brass threaded fittings This includesj i ti f i & fitti ith t CPVC l t t t hi filli & t tijointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testingof joints complete as per direction of Engineer in Charge.(For Flushing Riser)of joints complete as per direction of Engineer in Charge.(For Flushing Riser)

E t l W kExternal Work

a) 18 9 4 32mm nominal outer dia pipes Metre 30 00 255 95 7 678 50a) 18.9.4 32mm nominal outer dia pipes Metre 30.00 255.95 7,678.50

b) 18 9 5 40mm nominal outer dia pipes Metre 40 00 343 55 13 742 00b) 18.9.5 40mm nominal outer dia pipes Metre 40.00 343.55 13,742.00

125 18 12 Providing and fixing GI pipe complete with GI fitting including trenching and refilling etc125 18.12 Providing and fixing GI pipe complete with GI fitting including trenching and refilling etc.

E t l kExternal work

a) 18 12 4 32mm nominal bore Metre 30 00 274 60 8 238 00a) 18.12.4 32mm nominal bore Metre 30.00 274.60 8,238.00

b) 18 12 5 40mm nominal bore Metre 5 00 327 15 1 635 75b) 18.12.5 40mm nominal bore Metre 5.00 327.15 1,635.75

c) 18.12.6 50mm nominal bore Metre 85.00 392.50 33,362.50c) 18.12.6 50mm nominal bore Metre 85.00 392.50 33,362.50

d) 18.12.8 80mm nominal bore Metre 15.00 628.35 9,425.25) ,


DSR and NDSR Items


126 18 70 P idi h j i t t C t if ll (S ) C t I Pi D til I Pi126 18.70 Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipesincluding testing of joints and the cost of rubber gasket :including testing of joints and the cost of rubber gasket :

a) 18 70 1 100 mm diameter pipe Joint 309 00 59 25 18 308 25a) 18.70.1 100 mm diameter pipe Joint 309.00 59.25 18,308.25

127 18 31 Providing and fixing C I Sluice valve (with cap) complete with bolts nuts rubber127 18.31 Providing and fixing C.I. Sluice valve (with cap) complete with bolts, nuts, rubber,( f )insertions etc. (The tail pieces, tapers etc if required will be paid separately).( p p q p p y)

a) 18 31 1 100mm diametera) 18.31.1 100mm diameter

18 31 1 1 Class I Each 2 00 3285 75 6 571 5018.31.1.1 Class I Each 2.00 3285.75 6,571.50

128 18 33 Constructing masonry chamber 60 x 60 x 75 cm inside with 75 class designation brick128 18.33 Constructing masonry chamber 60 x 60 x 75 cm inside with 75 class designation brickk i t t 1 4 (1 t 4 d) f l i l ith CI f bwork in cement mortar 1:4 (1 cement: 4 coarse sand) for sluice valve with CI surface box

100mm, top diametre, 160 mm bottom diametre and 180 mm deep (inside) with chain lid100mm, top diametre, 160 mm bottom diametre and 180 mm deep (inside) with chain lidand RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mmand RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mmnominal size). necessary excavation foundation concrete 1:5:10 mix (1 cement: 5 finenominal size). necessary excavation foundation concrete 1:5:10 mix (1 cement: 5 finesand:10 graded stone aggregate 40 mm nominal size) and inside plastering with cementsand:10 graded stone aggregate 40 mm nominal size), and inside plastering with cementmortar 1:3 (1 cement: 3 coarse sand) 12mm thick finished with a floating coat of neat( ) gcement complete as per standard designcement, complete as per standard design.

a) 19.33.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Each 10.00 6441.05 64,410.50a) 19.33.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Each 10.00 6441.05 64,410.50

129 18 34 Constructing masonry chamber 90 x 90 x 100 cm inside with 75 class designation brick129 18.34 Constructing masonry chamber 90 x 90 x 100 cm inside with 75 class designation brickwork in cement mortar 1 : 4 ( 1 cement : 4 coarse sand) for sluice valve, with C.I.frame( ) ,and cover 60 x 45 cm surface box fixed in cement concrete slab 1 : 2 : 4 mix ( 1 cement :and cover 60 x 45 cm surface box fixed in cement concrete slab 1 : 2 : 4 mix ( 1 cement :2 d 4 d d t t 20 i l i ) ti2 coarse sand : 4 graded stone aggregate 20 mm nominal size ) necessary excavation,g gg g ) yfoundation concrete 1 : 5 : 10 ( 1 cement : 5 coasre sand : 10 graded stone aggregate 40foundation concrete 1 : 5 : 10 ( 1 cement : 5 coasre sand : 10 graded stone aggregate 40

i l i ) d i id d t id l t ith t t 1 3 (1 t 3mm nominal size ) and inside and outside plaster with cement mortar 1 : 3 (1 cement : 3coarse sand) 12 mm thick finished with a floating coat of neat cement complete as percoarse sand) 12 mm thick finished with a floating coat of neat cement complete as perstandard design and dra ingsstandard design and drawings.

a) 18 34 1 With common burnt clay F P S (non modular) bricks of class designation 7 5 Each 8 00 11128 55 89 028 40a) 18.34.1 With common burnt clay F.P.S (non modular) bricks of class designation 7.5 Each 8.00 11128.55 89,028.40

130 18 40 P i ti G I i d fitti ith t t f ti i bit ti i t f130 18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint ofapproved qualityapproved quality.

a) 18 40 4 32mm nominal bore Metre 30 00 9 35 280 50a) 18.40.4 32mm nominal bore Metre 30.00 9.35 280.50


DSR and NDSR Items


b) 18 40 5 40 i l b M t 5 00 10 65 53 25b) 18.40.5 40mm nominal bore Metre 5.00 10.65 53.25

c) 18 40 6 50mm nominal bore Metre 85 00 12 65 1 075 25c) 18.40.6 50mm nominal bore Metre 85.00 12.65 1,075.25

a) 18 40 8 80mm nominal bore Metre 15 00 18 05 270 75a) 18.40.8 80mm nominal bore Metre 15.00 18.05 270.75

131 18 59 Providing and fixing C I double acting air valve of approved quality with bolts nuts131 18.59 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts,rubber, insertions etc. complete (The tail pieces, tapers etc if required will be paidrubber, insertions etc. complete (The tail pieces, tapers etc if required will be paidseparately)separately).

) 18 59 1 50 di E h 4 00 4773 30 19 093 20a) 18.59.1 50mm dia Each 4.00 4773.30 19,093.20

132 18.66 Providing and laying S&S CI standard specials such as tees bends collars tapers andg y g p pcaps etc suitable for flanged jointing as per IS : 1538caps etc suitable for flanged jointing as per IS : 1538.

) 18 66 1 U t 300 di i t l 10 00 6572 55 65 725 50a) 18.66.1 Upto 300mm dia quintal 10.00 6572.55 65,725.50

133 18.72 Providing & fixing S&S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS :g g g y ( p ) p g8329 :8329 :

a) 18.72.15 100 mm Ductile iron Class K-9 pipes Metre 920.00 954.00 877,680.00a) 18.72.15 100 mm Ductile iron Class K 9 pipes Metre 920.00 954.00 877,680.00

134 4 10 Providing & Laying cement concrete of specified grade excluding the cost of centring &134 4.10 Providing & Laying cement concrete of specified grade excluding the cost of centring &shuttering - All work upto plinth level. (thrust blocks/supports)g p p ( pp )

) 4 1 3 1 2 4 ( 1 2 d 4 d d 20 i l i ) C 1 70 4921 70 8 366 89a) 4.1.3 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone agrregates 20 mm nominal size) Cum 1.70 4921.70 8,366.89) ( g g g )

135 2 10 Excavating trenches of required width for pipes cables etc including excavation for135 2.10 Excavating trenches of required width for pipes, cables, etc., including excavation forsockets and dressing of sides, ramming of bottoms, depth upto 1.5m including taking outg , g , p p g gthe excavated soil and then backfilling the soil as required in layers not exceeding 20cmthe excavated soil and then backfilling the soil as required in layers, not exceeding 20cmi d th i l di lid ti h d it d l b i t i t din depth including consolidating each deposited layer by ramming, watering, etc., andp g g p y y g gdisposing of surplus soil as directed within a lead of 50mdisposing of surplus soil as directed within a lead of 50m.

a) 2 10 1 All kind of soila) 2.10.1 All kind of soil

2 10 1 2 Pipes exceeding 80mm dia but not exceeding 300mm dia Metre 920 00 192 75 177 330 002.10.1.2 Pipes exceeding 80mm dia but not exceeding 300mm dia. Metre 920.00 192.75 177,330.00


DSR and NDSR Items


136 18 20 P idi d fi i b f l ith C I th i l di b i d t i th136 18.20 Providing and fixing brass ferrule with C.I. mouth cover including boring and tapping themain : (for garden hydrant)main : (for garden hydrant)

a) 18 20 3 25 mm nominal bore Each 6 00 361 80 2 170 80a) 18.20.3 25 mm nominal bore Each 6.00 361.80 2,170.80

Total of Schedule Item External Water Supply System (I) : 1,404,446.79Total of Schedule Item External Water Supply System (I) : 1,404,446.79

INTERNAL WATER SUPPLY SYSTEMINTERNAL WATER SUPPLY SYSTEM

I - Schedule Item137 18 10 Providing and fixing G I pipes complete with G I fittings and clamps including cutting and137 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and

ki d th ll t (I t l k)making good the walls etc., (Internal work) :g g ( )

I Exposed on Wall (COLD WATER)I Exposed on Wall (COLD WATER)

(a) 18 10 1 15mm nominal bore Metre 110 00 181 35 19 948 50(a) 18.10.1 15mm nominal bore Metre 110.00 181.35 19,948.50

(b) 18 10 2 20mm nominal bore Metre 135 00 221 50 29 902 50(b) 18.10.2 20mm nominal bore Metre 135.00 221.50 29,902.50

(c) 18 10 3 25mm nominal bore Metre 190 00 282 30 53 637 00(c) 18.10.3 25mm nominal bore Metre 190.00 282.30 53,637.00

(d) 18.10.4 32mm nominal bore Metre 90.00 333.50 30,015.00(d) 18.10.4 32mm nominal bore Metre 90.00 333.50 30,015.00

(e) 18.10.5 40mm nominal bore Metre 150.00 413.25 61,987.50( ) ,

(f) 18 10 6 50 i l b M 220 00 512 10 112 662 00(f) 18.10.6 50mm nominal bore Metre 220.00 512.10 112,662.00( )

II H t W t S l Pi (E d)II Hot Water Supply Pipe (Exposed)

(a) 18 10 1 15mm dia Metre 100 00 181 35 18 135 00(a) 18.10.1 15mm dia Metre 100.00 181.35 18,135.00

(b) 18 10 2 20mm dia Metre 300 00 221 50 66 450 00(b) 18.10.2 20mm dia Metre 300.00 221.50 66,450.00

(c) 18 10 3 25mm dia Metre 195 00 282 30 55 048 50(c) 18.10.3 25mm dia Metre 195.00 282.30 55,048.50

(d) 18 10 4 32mm dia Metre 130 00 333 50 43 355 00(d) 18.10.4 32mm dia Metre 130.00 333.50 43,355.00

(e) 18.10.5 40mm dia Metre 60.00 413.25 24,795.00(e) 8 0 5 0 d a et e 60 00 3 5 , 95 00

(f) 18.10.6 50mm dia Metre 70.00 512.10 35,847.00( ) ,

138 18 11 Concealed pipe including painting with anti-corrosive paint cutting chases and making138 18.11 Concealed pipe including painting with anti corrosive paint, cutting chases and makingd th ll (COLD WATER)good the wall. (COLD WATER)

II(a) 18.11.1 15mm nominal bore Metre 870.00 263.70 229,419.00(a) 8 5 o a bo e e e 8 0 00 63 0 9, 9 00(b) 18 11 2 20mm nominal bore Metre 590 00 298 05 175 849 50(b) 18.11.2 20mm nominal bore Metre 590.00 298.05 175,849.50


DSR and NDSR Items


II H t W t S l Pi (C l d)II Hot Water Supply Pipe (Concealed)(a) 18 11 1 15mm nominal bore Metre 975 00 263 70 257 107 50(a) 18.11.1 15mm nominal bore Metre 975.00 263.70 257,107.50(b) 18.11.2 20mm nominal bore Metre 205.00 298.05 61,100.25( ) ,

139 18.70 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability139 18.70 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot & cold water supply including all CPVC plain & brass threaded fittings includingfor hot & cold water supply, including all CPVC plain & brass threaded fittings, includingfixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings withg p p p p g j g p p gone step CPVC solvent cement and testing of joints complete as per direction of Engineerone step CPVC solvent cement and testing of joints complete as per direction of Engineeri Ch (f fl hi l )in Charge. (for flushing water supply)g ( g pp y)

I t l k E d llInternal work - Exposed on wall

(a) 18 7 1 15mm nominal outer dia pipes Metre 80 00 155 80 12 464 00(a) 18.7.1 15mm nominal outer dia pipes Metre 80.00 155.80 12,464.00

(b) 18 7 2 20mm nominal outer dia pipes Metre 100 00 182 15 18 215 00(b) 18.7.2 20mm nominal outer dia pipes Metre 100.00 182.15 18,215.00

(c) 18.7.3 25mm nominal outer dia pipes Metre 185.00 222.90 41,236.50(c) 18.7.3 25mm nominal outer dia pipes Metre 185.00 222.90 41,236.50

( )(d) 18.7.4 32mm nominal outer dia pipes Metre 175.00 287.10 50,242.50( ) p p ,

( ) 18 7 5 40 i l t di i M t 100 00 395 60 39 560 00(e) 18.7.5 40mm nominal outer dia pipes Metre 100.00 395.60 39,560.00

(f) 18 7 6 50mm nominal outer dia pipes Metre 135 00 569 20 76 842 00(f) 18.7.6 50mm nominal outer dia pipes Metre 135.00 569.20 76,842.00

140 18 80 P idi d fi i Chl i t d P l i l Chl id (CPVC) i h i th l t bilit140 18.80 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing thefor hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing thepipe with clamps at 1 00 m spacing This includes jointing of pipes & fittings with one steppipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one stepCPVC solvent cement and the cost of cutting chases and making good the same includingg g g gtesting of joints complete as per direction of Engineer in Charge (for flushing watertesting of joints complete as per direction of Engineer in Charge. (for flushing watersupply)pp y)Concealed work including cutting chases and making good the walls etcConcealed work, including cutting chases and making good the walls etc.

(a) 18 8 1 15mm nominal outer dia pipes Metre 180 00 254 95 45 891 00(a) 18.8.1 15mm nominal outer dia pipes Metre 180.00 254.95 45,891.00

(b) 18.8.2 20mm nominal outer dia pipes Metre 195.00 281.35 54,863.25(b) 18.8.2 20mm nominal outer dia pipes Metre 195.00 281.35 54,863.25

(c) 18.8.3 25mm nominal outer dia pipes Metre 85.00 336.25 28,581.25( ) p p ,

(d) 18 8 4 32 i l t di i M t 10 00 407 40 4 074 00(d) 18.8.4 32mm nominal outer dia pipes Metre 10.00 407.40 4,074.00

141 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refillingg g p p p g g g getcetc.


DSR and NDSR Items


E t l W kExternal Work

(a) 18 12 4 32mm nominal bore Metre 5 00 274 60 1 373 00(a) 18.12.4 32mm nominal bore Metre 5.00 274.60 1,373.00


142 18 32 Constructing masonry chamber 30x30x50 cm inside with 75 class designation brick work142 18.32 Constructing masonry chamber 30x30x50 cm inside with 75 class designation brick workin cement mortar 1:4 (1 cement: 4 coarse sand) for stop cock with CI surface box 100 xin cement mortar 1:4 (1 cement: 4 coarse sand) for stop cock with CI surface box 100 x100 x 75mm with hinged cover fixed in cement concreting slab 1:2:4 (1 cement : 2 coarse100 x 75mm with hinged cover fixed in cement concreting slab 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20mm nominal size). necessary excavation foundationg gg g ) yconcrete 1:5:10 mix (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominalconcrete 1:5:10 mix (1 cement: 5 fine sand:10 graded stone aggregate 40 mm nominali ) d i id l t i ith t t 1 3 (1 t 3 d) 12 thi ksize), and inside plastering with cement mortar 1:3 (1 cement: 3 coarse sand) 12mm thick) p g ( )

finished with a floating coat of neat cement complete as per standard designfinished with a floating coat of neat cement, complete as per standard design.

(a) 18 32 1 With F P S bricks Each 10 00 1101 70 11 017 00(a) 18.32.1 With F.P.S. bricks Each 10.00 1101.70 11,017.00

143 18 38 Painting G I pipes and fittings with synthetic enamel paint over a ready mixed priming143 18.38 Painting G.I. pipes and fittings with synthetic enamel paint over a ready mixed primingb h f d li f kcoat, both of approved quality for new workpp q y

( ) 18 38 1 15 i l b M t 85 00 8 60 731 00(a) 18.38.1 15mm nominal bore Metre 85.00 8.60 731.00( )


(c) 18 38 3 25mm nominal bore Metre 385 00 13 35 5 139 75(c) 18.38.3 25mm nominal bore Metre 385.00 13.35 5,139.75

(d) 18 38 4 32mm nominal bore Metre 220 00 15 75 3 465 00(d) 18.38.4 32mm nominal bore Metre 220.00 15.75 3,465.00

(e) 18.38.5 40mm nominal bore Metre 210.00 18.70 3,927.00( ) ,

(f) 18 38 6 50 i l b M t 290 00 22 00 6 380 00(f) 18.38.6 50mm nominal bore Metre 290.00 22.00 6,380.00

144 18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of g p p g papproved qualityapproved quality.

(a) 18 40 1 15mm diameter pipe Metre 1845 00 5 25 9 686 25(a) 18.40.1 15mm diameter pipe Metre 1845.00 5.25 9,686.25

(b) 18.40.2 20mm diameter pipe Metre 795.00 6.15 4,889.25(b) 18.40.2 20mm diameter pipe Metre 795.00 6.15 4,889.25

(c) 18.40.3 25mm diameter pipe Metre 545.00 7.90 4,305.50( ) p p

(d) 18 40 4 32mm diameter pipe Metre 130 00 9 35 1 215 50(d) 18.40.4 32mm diameter pipe Metre 130.00 9.35 1,215.50

(e) 18 40 5 40mm diameter pipe Metre 15 00 10 65 159 75(e) 18.40.5 40mm diameter pipe Metre 15.00 10.65 159.75


DSR and NDSR Items


145 18 46 P idi d fi i G I U i i G I i i l di tti d th di th i d145 18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe andmaking long screws etc complete (New work) :making long screws etc. complete (New work) :

(a) 18.46.1 15mm nominal bore Each 18.00 155.65 2,801.70(a) 18.46.1 15mm nominal bore Each 18.00 155.65 2,801.70

(b) 18.46.2 20mm nominal bore Each 20.00 178.85 3,577.00( ) ,

( ) 18 46 3 25 i l b E h 18 00 190 45 3 428 10(c) 18.46.3 25mm nominal bore Each 18.00 190.45 3,428.10

(d) 18 46 4 32mm nominal bore Each 15 00 231 15 3 467 25(d) 18.46.4 32mm nominal bore Each 15.00 231.15 3,467.25

(e) 18 46 5 40mm nominal bore Each 16 00 306 60 4 905 60(e) 18.46.5 40mm nominal bore Each 16.00 306.60 4,905.60

(f) 18.46.6 50mm nominal bore Each 20.00 379.35 7,587.00(f) 18.46.6 50mm nominal bore Each 20.00 379.35 7,587.00

( ) 18 46 7 65 i l b E h 10 00 623 25 6 232 50(g) 18.46.7 65mm nominal bore Each 10.00 623.25 6,232.50(g)

(h) 18 46 8 80mm nominal bore Each 15 00 716 15 10 742 25(h) 18.46.8 80mm nominal bore Each 15.00 716.15 10,742.25

146 18 62 P idi d fi i PTMT B ll k f d li l d k l i h146 18.62 Providing and fixing PTMT Ball cock of approved quality, colour and make complete withg g pp q y pEpoxy coated aluminium rod with L P / H P H D plastic ballEpoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball.

(a) 18 62 3 25 mm nominal bore 152mm long weighing not less than 440 gms Each 6 00 551 50 3 309 00(a) 18.62.3 25 mm nominal bore, 152mm long, weighing not less than 440 gms Each 6.00 551.50 3,309.00

(b) 18.62.4 40 mm nominal bore, 206mm long, weighing not less than 690 gms Each 2.00 969.65 1,939.30(b) 18.62.4 40 mm nominal bore, 206mm long, weighing not less than 690 gms Each 2.00 969.65 1,939.30

(c) 18.62.5 50 mm nominal bore, 242mm long, weighing not less than 1240 gms Each 3.00 1399.40 4,198.20( ) , g, g g g ,

T t l f S h d l It I t l W t S l S t (I) 1 758 061 65Total of Schedule Item Internal Water Supply System (I) : 1,758,061.65

SOIL WASTE VENT PIPES AND FITTINGSSOIL WASTE, VENT PIPES AND FITTINGS

I Schedule ItemI - Schedule Item147 17.35 Providing and fixing soil waste and vent pipes.147 17.35 Providing and fixing soil waste and vent pipes.

(a) 17.35.1.2 100mm diameter Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS: Metre 2410.00 952.50 2,295,525.00(a) 17.35.1.2 100mm diameter Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989

Metre 2410.00 952.50 2,295,525.003989.

148 17 37 P idi d fi i M S h ld b t l f d d i t S d C t i / t148 17.37 Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/castg g p pp giron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4iron (spun) pipe embedded in and including cement concrete blocks 10x10x10cm of 1:2:4

i (1 t 2 d 4 d d t t 20 i l i ) i l dimix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) includingcost of cutting holes and making good the walls etc.:cost of cutting holes and making good the walls etc.:

(a) 17.37.1 For 100mm diametre Each 447.00 140.65 62,870.55(a) 17.37.1 For 100mm diametre Each 447.00 140.65 62,870.55


DSR and NDSR Items


149 17 38 Providing and fixing bend of required degree with access door insertion rubber washer149 17.38 Providing and fixing bend of required degree with access door, insertion rubber washer3 thi k b lt d t l t3 mm thick, bolts and nuts complete.

(a) 17 38 1 2 100mm Sand cast iron S&S as per IS 3989 Each 91 00 384 45 34 984 95(a) 17.38.1.2 100mm Sand cast iron S&S as per IS - 3989 Each 91.00 384.45 34,984.95

1 0 1 39 f f150 17.39 Providing and fixing plain bend of required degree.g g p q g

( ) 17 39 1 2 100 S d t i S&S IS 3989 E h 488 00 334 50 163 236 00(a) 17.39.1.2 100mm Sand cast iron S&S as per IS : 3989 Each 488.00 334.50 163,236.00

151 17.40 Providing and fixing heel rest sanitary bend151 17.40 Providing and fixing heel rest sanitary bend

(a) 17.40.1.2 100mm Sand cast iron S&S as per IS - 3989 Each 50.00 370.50 18,525.00( ) p ,

152 17 41 Providing and fixing double equal junction of required degree with access door152 17.41 Providing and fixing double equal junction of required degree with access door,i ti bb h 3 thi k b lt d t l tinsertion rubber washer 3 mm thick, bolts and nuts complete :

( ) 17 41 1 2 100 100 100 100 S d t i S&S IS 3989 E h 18 00 761 65 13 709 70(a) 17.41.1.2 100 x 100 x 100 x 100mm Sand cast iron S&S as per IS - 3989 Each 18.00 761.65 13,709.70

153 17.42 Providing and fixing double equal plain junction of required degree.153 17.42 Providing and fixing double equal plain junction of required degree.( ) 17 42 1 2 100 100 100 100 S d t i S&S IS 3989 E h 18 00 746 80 13 442 40(a) 17.42.1.2 100 x 100 x 100 x 100mm Sand cast iron S&S as per IS - 3989 Each 18.00 746.80 13,442.40

154 17 43 P idi d fi i i l l l i j ti f i d d ith d154 17.43 Providing and fixing single equal plain junction of required degree with access door, insertion rubber washer 3 mm thick bolts and nuts completeinsertion rubber washer 3 mm thick, bolts and nuts complete.

(a) 17.43.1.2 100 x 100 x 100mm Sand cast iron S&S as per IS - 3989 Each 178.00 622.55 110,813.90(a) 17.43.1.2 100 x 100 x 100mm Sand cast iron S&S as per IS 3989 Each 178.00 622.55 110,813.90

155 17 44 Providing and fixing single equal plain junction of required degree :155 17.44 Providing and fixing single equal plain junction of required degree :( ) 17 44 1 2 100 100 100 S d t i S&S IS 3989 E h 408 00 574 90 234 559 20(a) 17.44.1.2 100 x 100 x 100mm Sand cast iron S&S as per IS - 3989 Each 408.00 574.90 234,559.20

156 17.55 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete g g p p::

(a) 17 55 1 2 100mm Sand cast iron S&S as per IS - 3989 Each 50 00 512 20 25 610 00(a) 17.55.1.2 100mm Sand cast iron S&S as per IS 3989 Each 50.00 512.20 25,610.00

157 17 56 Providing and fixing terminal guard:157 17.56 Providing and fixing terminal guard:(a) 17.56.1.2 100mm Sand cast iron S&S as per IS - 3989 Each 50.00 433.20 21,660.00( ) p ,


DSR and NDSR Items


158 17 58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and158 17.58 Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes andfitti f di tfittings of diameter

(a) 17 58 1 100mm Each 3801 00 232 30 882 972 30(a) 17.58.1 100mm Each 3801.00 232.30 882,972.30

159 17 59 Providing and fixing M S stays and clamps for sand cast iron/centrifugally cast (spun)159 17.59 Providing and fixing M.S. stays and clamps for sand cast iron/centrifugally cast (spun)iron pipes of diameter :iron pipes of diameter :

(a) 17.59.1 100 mm Each 50.00 67.35 3,367.50( ) ,

160 17.60 Providing and fixing trap of self cleansing design with screwed down or hinged gratingg g p g g g g gwith or without vent arm complete including cost of cutting and making good the walls andwith or without vent arm complete, including cost of cutting and making good the walls andfloors :

( ) 17 60 1 1 100 i l t d 100 tl t S d t i S&S IS 3989 E h 397 00 938 05 372 405 85(a) 17.60.1.1 100mm inlet and 100mm outlet Sand cast iron S&S as per IS: 3989. Each 397.00 938.05 372,405.85

161 17 65 Painting sand cast iron/ centrifugally cast (spun) iron soil waste vent pipes and fittings161 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittingsith t t f th ti l i t f l h h l t b ff twith two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc.

over a coat of primer (of approved quality) for new work :over a coat of primer (of approved quality) for new work :( ) 17 65 1 100 di t i M t 875 00 33 85 29 618 75(a) 17.65.1 100mm diametre pipe Metre 875.00 33.85 29,618.75

162 4.10 Providing and laying in position cement concrete of specified grade excluding the cost ofg y g p p g gcentering and shuttering - All work up to plinth level :centering and shuttering - All work up to plinth level :

(a) 4 1 3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 87 00 4921 70 428 187 90(a) 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 87.00 4921.70 428,187.90

163 18 10 P idi d fi i G I i l t ith G I fitti d l i/ tti d163 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting andmaking good the walls etcmaking good the walls etc.

Internal work- exposed on wallInternal work- exposed on wall

(a) 18 10 4 32 mm dia nominal bore Metre 35 00 333 50 11 672 50(a) 18.10.4 32 mm dia. nominal bore Metre 35.00 333.50 11,672.50

(b) 18 10 6 50 mm dia nominal bore Metre 10 00 512 10 5 121 00(b) 18.10.6 50 mm dia. nominal bore Metre 10.00 512.10 5,121.00


DSR and NDSR Items


164 18 40 P i ti G I i d fitti ith t t f ti i bit ti i t f164 18.40 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint ofapproved quality :approved quality :

(a) 18 40 4 32 mm diameter pipe Metre 35 00 9 35 327 25(a) 18.40.4 32 mm diameter pipe Metre 35.00 9.35 327.25

(b) 18 40 6 50 mm diameter pipe Metre 10 00 12 65 126 50(b) 18.40.6 50 mm diameter pipe Metre 10.00 12.65 126.50

Total of Schedule Item Soil Waste, Vent Pipes and Fittings (I) : 4,728,736.25Total of Schedule Item Soil Waste, Vent Pipes and Fittings (I) : 4,728,736.25

SANITARY FIXTURESSANITARY FIXTURES

I - Schedule ItemI Schedule Item165 17 10 Providing and fixing stainless steel A ISI : 304 (18/8) kitchen sink as per IS : 13983 with165 17.10 Providing and fixing stainless steel A ISI : 304 (18/8) kitchen sink as per IS : 13983 with

CI brackets and stainless steel plug 40mm including painting of fittings and brackets,p g g p g g ,cutting and making good the walls where requiredcutting and making good the walls where required.

(a) 17 10 1 Kitchen sink with drain board(a) 17.10.1 Kitchen sink with drain board

17 10 1 1 510 x 1040mm bowl depth 250mm Each 16 00 6975 40 111 606 4017.10.1.1 510 x 1040mm bowl depth 250mm Each 16.00 6975.40 111,606.40

166 17.10.2 Kitchen sink without drain board

(a) 17.10.2.1 610x510 mm bowl depth 200 mm Each 11.00 4290.80 47,198.80( ) p ,

167 17 13 Providing and fixing white vitreous china water closet squatting pan (Indian type) :167 17.13 Providing and fixing white vitreous china water closet squatting pan (Indian type) :

( ) 17 13 2 O i tt W C f i 580 440 E h 155 00 1359 80 210 769 00(a) 17.13.2 Orissa pattern W.C. pan of size 580x440 mm Each 155.00 1359.80 210,769.00

168 17 22 Providing and fixing G I intel connection for flush pipe connecting with W C pan Each 163 00 101 95 16 617 85168 17.22 Providing and fixing G.I. intel connection for flush pipe connecting with W.C. pan. Each 163.00 101.95 16,617.85

169 17 25 P idi d fi i hit it hi h b i i l di ki ll ti b t169 17.25 Providing and fixing white vitreous china wash basin including making all connections butexcluding the cost of fittings :excluding the cost of fittings :

a) 17 25 1 Flat back wash basin of size 630x450 mm Each 156 00 967 10 150 867 60a) 17.25.1 Flat back wash basin of size 630x450 mm Each 156.00 967.10 150,867.60


DSR and NDSR Items


170 17 28 P idi d fi i P V C t i f i k h b i i l di P V C t170 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. wastefittings completefittings complete.

(a) 17 28 2 1 32 mm dia flexible pipe Each 181 00 72 55 13 131 55(a) 17.28.2.1 32 mm dia flexible pipe Each 181.00 72.55 13,131.55

171 17 31 P idi d fi i 600 450 b ll d d i f i l ( f d E h 160 00 762 55 122 008 00171 17.31 Providing and fixing 600x450 mm bevelled edge mirror of superior glass (of approved Each 160.00 762.55 122,008.00quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P.quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P.brass screws and washers completebrass screws and washers complete.

172 17.34 Providing and fixing toilet paper holder.172 17.34 Providing and fixing toilet paper holder.

(a) 17 34 1 C P Brass Each 163 00 339 85 55 395 55(a) 17.34.1 C.P. Brass Each 163.00 339.85 55,395.55

173 17 71 P idi d fi i PTMT li id t i 109 id 125 hi h d 112 E h 5 00 181 75 908 75173 17.71 Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112 Each 5.00 181.75 908.75mm distance from wall of standard shape with bracket of the same materials with snapmm distance from wall of standard shape with bracket of the same materials with snapfitti f d lit d l i hi t l th 105fittings of approved quality and colour, weighing not less than 105 gms.

174 17.73 Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats withg g pCP brass screws with concealed fittings arrangement of approved quality and colourCP brass screws with concealed fittings arrangement of approved quality and colour.

) 17 73 2 600 l t l il ith t t l l th f 645 idth 78 d ff ti h i ht f 88 E h 149 00 448 40 66 811 60a) 17.73.2 600 mm long towel rail with total length of 645 mm, width 78 mm and effective height of 88 Each 149.00 448.40 66,811.60) g g gmm weighing not less than 190 gmsmm, weighing not less than 190 gms

175 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size Each 4.00 9965.25 39,861.00175 17.78 Providing and fixing white vitreous china extended wall mounting water closet of size780x370x690 mm of approved shape including providing & fixing white vitreous china

Each 4.00 9965.25 39,861.00780x370x690 mm of approved shape including providing & fixing white vitreous chinacistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres),c ste t dua us tt g, o us g capac ty 3 t e/6 t e (adjustab e to t e/8 t es),includingseat cover and cistern fittings nuts bolts and gasket etc completeincludingseat cover, and cistern fittings, nuts, bolts and gasket etc complete.

176 17 80 P idi d fi i hit it hi b tt b d i f d t d i l f E h 20 00 16681 05 333 621 00176 17.80 Providing and fixing white vitreous china battery based infrared sensor operated urinal of Each 20.00 16681.05 333,621.00g g y papprox size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 mlapprox. size 610 x 390 x 370 mm having pre & post flushing with water (250 ml & 500 ml

ti ) h i t i l t f b k id i l di fi i t ll ith it blconsumption), having water inlet from back side, including fixing to wall with suitablebrackets all as per manufacturers specification and direction of Engineer-in-charge.brackets all as per manufacturers specification and direction of Engineer in charge.


DSR and NDSR Items


177 18 21 P idi d fi i l ti i d PVC ti i ith b i177 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :

( ) 18 21 2 45 l th(a) 18.21.2 45 cm length

18 21 2 1 15 i l b E h 229 00 67 35 15 423 1518.21.2.1 15 mm nominal bore Each 229.00 67.35 15,423.15

178 18 22 P idi d fi i CP B h ith 15 20 i l t178 18.22 Providing and fixing CP Brass shower rose with 15 or 20 mm inlet.

( ) 18 22 1 100 di t E h 149 00 71 40 10 638 60(a) 18.22.1 100 mm diametre Each 149.00 71.40 10,638.60

179 18 49 Providing and fixing C P brass bib cock of approved quality conforming to IS:8931 :179 18.49 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 :

(a) 18 49 1 15 mm nominal bore (with WC) Each 163 00 458 40 74 719 20(a) 18.49.1 15 mm nominal bore (with WC) Each 163.00 458.40 74,719.20

180 18 51 Providing and fixing CP Brass long body bib cock of approved quality confirming to IS180 18.51 Providing and fixing CP Brass long body bib cock of approved quality confirming to ISstandards and weighing not less than 690 gms. (with Shower area & wash basin)standards and weighing not less than 690 gms. (with Shower area & wash basin)

(a) 18 51 1 15 mm nominal bore Each 192 00 609 40 117 004 80(a) 18.51.1 15 mm nominal bore Each 192.00 609.40 117,004.80

181 18 52 Providing and fixing CP Brass stop cock (concealed of standard design and of approved181 18.52 Providing and fixing CP Brass stop cock (concealed of standard design and of approvedmake confirming to IS : 8931g

(a) 18.52.1 15 mm nominal bore Each 181.00 618.70 111,984.70( ) ,

182 P idi d fi i C P b l l f b i i d i t f182 Providing and fixing C.P brass angle valve for basin mixer and geyser points ofapproved quality confirming to IS:8931approved quality confirming to IS:8931

(a) 18 53 1 15 mm nominal bore Each 432 00 506 70 218 894 40(a) 18.53.1 15 mm nominal bore Each 432.00 506.70 218,894.40

183 18 65 Providing and fixing PTMT Soap Dish Holder having length of 138mm breadth 102mm Each 32 00 152 70 4 886 40183 18.65 Providing and fixing PTMT Soap Dish Holder having length of 138mm, breadth 102mm, Each 32.00 152.70 4,886.40height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.g g g , g g g

184 18 58 Providing and fixing PTMT grating of approved quality and colour184 18.58 Providing and fixing PTMT grating of approved quality and colour.

a) 18 58 1 Circular typea) 18.58.1 Circular type

18.58.1.1 100 mm nominal dia Each 392.00 44.20 17,326.4018.58.1.1 100 mm nominal dia Each 392.00 44.20 17,326.40

Total of Schedule Item Sanitary Fixtures (I) : 1,739,674.75y ( ) , ,


DSR and NDSR Items


RAIN WATER PIPES AND FITTINGSRAIN WATER PIPES AND FITTINGS

I - Schedule ItemI Schedule Item185 12 41 Providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to IS185 12.41 Providing and fixing on wall face unplasticised rigid pvc rain water pipes conforming to IS

13592 type a including jointing with seal ring conforming to IS 5382 leaving 10mm gap foryp g j g g g g g pthermal expansion (i) single socketed pipesthermal expansion (i) single socketed pipes

) 12 41 2 110 di t M t 1980 00 218 60 432 828 00a) 12.41.2 110mm diameter Metre 1980.00 218.60 432,828.00

186 12 2 f f C f / f186 12.42 Providing and fixing on wall face unplasticised PVC moulded fittings/ accessories forg g p gunplasticised rigid PVC rain water pipes conforming to IS 13592 type A including jointingunplasticised rigid PVC rain water pipes conforming to IS 13592 type A including jointing

ith l i f i t IS 5382 l i 10 f th l iwith seal ring conforming to IS 5382 leving 10mm gap for thermal expansion

a) 12 42 1 Couplera) 12.42.1 Coupler

12.42.1.2 110mm Each 326.00 133.55 43,537.3012.42.1.2 110mm Each 326.00 133.55 43,537.30

b) 12 42 4 Single tee without doorb) 12.42.4 Single tee without door

12 42 4 2 110x110x110 mm Each 140 00 244 95 34 293 0012.42.4.2 110x110x110 mm Each 140.00 244.95 34,293.00

c) 12 42 5 Bend 87 5oc) 12.42.5 Bend 87.5o

12 42 5 2 110mm bend Each 326 00 160 25 52 241 5012.42.5.2 110mm bend Each 326.00 160.25 52,241.50

d) 12 42 6 Sh ( l i )d) 12.42.6 Shoe (plain)

12 42 6 2 110mm shoe Each 326 00 290 35 94 654 1012.42.6.2 110mm shoe Each 326.00 290.35 94,654.10

187 12.43 Providing and fixing unplasticised PVC pipe clips of approved design to unplasticisedg g p p p p pp g pPVC rain water pipes by means of 50x50x50mm hard wood plugs screws with MS screwsPVC rain water pipes by means of 50x50x50mm hard wood plugs screws with MS screws

f i d l th i l di tti b i k k d fi i i t t 1 4( 1 t 4of required length including cutting brick work and fixing in cement mortar 1:4( 1cement 4q g g g g (coarse sand ) and making good the wall etc completecoarse sand ) and making good the wall etc. complete

a) 12 43 2 110mm Each 660 00 173 75 114 675 00a) 12.43.2 110mm Each 660.00 173.75 114,675.00


DSR and NDSR Items


188 12 44 P idi d fi i t th i l t th f i t i t i ti 15 di t E h 97 00 37 25 3 613 25188 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron grating 15cm dia meter Each 97.00 37.25 3,613.25and weighing not less than 440 gramsand weighing not less than 440 grams

189 4 10 Providing and laying in position cement concrete of specified grade excluding the cost of189 4.10 Providing and laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level :centering and shuttering All work up to plinth level :

a) 4 1 3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 22 00 4921 70 108 277 40a) 4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) Cum 22.00 4921.70 108,277.40

Total of Schedule Item Rain Water Pipes & Fittings (I) : 884 119 55Total of Schedule Item Rain Water Pipes & Fittings (I) : 884,119.55

RAIN WATER HARVESTING CHAMBER (4 NOS )RAIN WATER HARVESTING CHAMBER (4 NOS.)

I - Schedule ItemI - Schedule ItemEARTH WORKEARTH WORK

190 E h k i i b h i l (H d li ) / l190 Earth work in excavation by mechanical means (Hydraulic excavator) / manual meansy ( y )over areas (exceeding 30cm in depth 1 5m in width as well as 10 sq m on plan) includingover areas (exceeding 30cm in depth, 1.5m in width as well as 10 sq.m on plan) includingdi l f t d th l d t 50 d lift t 1 5 di d th t bdisposal of excavated earth, lead upto 50m and lift up to 1.5m, disposed earth to belevelled and neatly dressedlevelled and neatly dressed.

a) 2 6 1 All kinds of soil Cum 208 00 146 50 30 472 00a) 2.6.1 All kinds of soil Cum 208.00 146.50 30,472.00

191 Excavating trenches of required width for pipes cables etc including excavation for191 Excavating trenches of required width for pipes, cables etc including excavation fork t d d i f id i f b tt d th t 1 5 i l di tti tsockets, and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out

the excavated soil and then returning the soil as required in layers not exceeding 20 cm inthe excavated soil, and then returning the soil as required in layers not exceeding 20 cm ind th i l di lid ti h d it d l b i t i t ddepth including consolidating each deposited layer by ramming, watering etc. anddisposing of surplus excavated soil as directed, within a lead of 50m.disposing of surplus excavated soil as directed, within a lead of 50m.

a) 2.10.1.2 Pipes, cables etc, exceeding 80mm dia but not exceeding 300mm dia Metre 30.00 192.75 5,782.50a) 0 pes, cab es etc, e ceed g 80 d a but ot e ceed g 300 d a et e 30 00 9 5 5, 8 50

b) 2.10.1.3 Pipes, cables etc, exceeding 300mm dia but not exceeding 600mm dia Metre 30.00 300.90 9,027.00b) 0 3 pes, cab es etc, e ceed g 300 d a but ot e ceed g 600 d a et e 30 00 300 90 9,0 00

192 Extra for every additional lift of 1 5 m or part thereof in excavation / banking excavated or192 Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated orstacked materials.

a) 2.26.1 All kinds of soil Cum 208.00 41.75 8,684.00a) 2.26.1 All kinds of soil Cum 208.00 41.75 8,684.00


DSR and NDSR Items


193 2 27 Supplying and filling in plinth with jamuna sand under floors including watering ramming Cum 10 00 843 65 8 436 50193 2.27 Supplying and filling in plinth with jamuna sand under floors including, watering, ramminglid ti d d i l t

Cum 10.00 843.65 8,436.50consolidating and dressing complete.

Total of Earth Work : 62 402 00Total of Earth Work : 62,402.00

CONCRETE & RCC WORKCONCRETE & RCC WORK

194 P idi & l i i iti t t f ifi d d l di th t f194 Providing & laying in position cement concrete of specified grade excluding the cost ofcentering and shuttering - All work up to plinth level.centering and shuttering All work up to plinth level.

a) 4 1 6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) Cum 8 80 4230 50 37 228 40a) 4.1.6 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size). Cum 8.80 4230.50 37,228.40

195 5.30 Reinforced cement concrete work in beams suspended floors roofs having slop upto 150 Cum 54.80 6107.15 334,671.82195 5.30 Reinforced cement concrete work in beams, suspended floors, roofs having slop upto 15l di b l i h l h jj li t l b d l i i d ill t i d

Cum 54.80 6107.15 334,671.82

landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases andspiral staire cases upto floor five level excluding the cost of centring shuttering finishingspiral staire cases upto floor five level excluding the cost of centring, shuttering, finishing

d i f t ith 1 2 4 (1 t 2 d 4 d d t t 20and reinforcement with 1:2 :4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size).mm nominal size).

196 5 22 St l i f t f RCC k i l di t i ht i tti b di l i i196 5.22 Steel reinforcement for RCC work including straightening, cutting, bending, placing inposition and binding all complete upto plinth levelposition and binding all complete upto plinth level.

a) 5 22 6 Thermo Mechanically Treated bars kg 6028 00 66 50 400 862 00a) 5.22.6 Thermo-Mechanically Treated bars kg 6028.00 66.50 400,862.00

197 5 90 C t i d h tt i i l di t tti i t d l f f f197 5.90 Centring and shuttering including strutting, propping etc. and removal of form for:

) ( ) Sa) 5.9.2 Walls (any thickness) including attached pilasters, butteresses, plinth and string courses Sqm 800.00 334.50 267,600.00) ( y ) g p p getc

qetc.

b) 5 9 3 Suspended floors roofs landings balconies and access platform Sqm 80 00 371 80 29 744 00b) 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 80.00 371.80 29,744.00

Total of Concrete & RCC Work : 1 070 106 22Total of Concrete & RCC Work : 1,070,106.22


DSR and NDSR Items



198 6 10 B i k k ith b t l F P S ( d l ) b i k f l d i ti 7 5 i198 6.10 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 infoundation and plinth in:foundation and plinth in:

a) 6 1 2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 94 00 4646 50 436 771 00a) 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 94.00 4646.50 436,771.00

Total of Brick Works : 436 771 00Total of Brick Works : 436,771.00

FINISHING (PLASTER WORK)FINISHING (PLASTER WORK)

199 13 90 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement199 13.90 Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement.

) 13 9 1 12 l S 220 00 200 60 44 132 00a) 13.9.1 12 mm cement plaster Sqm 220.00 200.60 44,132.00) p q

T t l f Pl t W k 44 132 00Total of Plaster Works : 44,132.00

MISCELLANEOUS WORKS FOR RAIN WATER HARVESTINGMISCELLANEOUS WORKS FOR RAIN WATER HARVESTING

200 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as Each 108.00 295.20 31,881.60g g y p pper IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross

,per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross

i 23 2 d ll i i l h 263 d id h 16 i hsection as 23 mmx25mm and over all minimum length 263 mm and width as 165mm withgminimum 112 mm space between protruded legs having 2 mm tread on top surface byminimum 112 mm space between protruded legs having 2 mm tread on top surface byibbi h i b id d d t h i j ti t ilribbing or chequering besides necessary and adequate anchoring projections on tail

length on 138 mm as per standard drawing and suitable to with stand the bend test andlength on 138 mm as per standard drawing and suitable to with stand the bend test andchemical resistance test as per specifications and having manufacture's permanentchemical resistance test as per specifications and having manufacture's permanentidentification mark to be visible even after fixing, including fixing in manholes withidentification mark to be visible even after fixing, including fixing in manholes with30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) complete as per design.gg g ) p p g

201 19 19 Providing and fixing in position pre-cast R C C manhole cover and frame of required201 19.19 Providing and fixing in position pre cast R.C.C. manhole cover and frame of requiredshape and appro ed q alitshape and approved quality.

a) 19.19.3 H D -20a) 9 9 3 0

19.19.3.1 Circular shape 560 mm internal diameter Each 8.00 1492.05 11,936.40p ,


DSR and NDSR Items


202 19 60 P idi d l i NP2 l (li ht d t ) R C C i ith ll j i t d202 19.60 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointedwith stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand)i l di t ti f j i t t l tincluding testing of joints etc. complete :

(a) 19 6 4 300mm dia RCC pipe Metre 60 00 494 35 29 661 00(a) 19.6.4 300mm dia RCC pipe Metre 60.00 494.35 29,661.00

203 19 30 Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stone203 19.30 Providing and laying cement concrete 1:5:10 (1 cement : 5 fine sand: 10 graded stoneaggregate 40mm nominal size) upto haunches for S.W. pipes including bed concrete asgg g ) p p p gper standard designper standard design.

(a) 19 3 5 300mm dia RCC pipe Metre 60 00 661 10 39 666 00(a) 19.3.5 300mm dia RCC pipe Metre 60.00 661.10 39,666.00

204 24.50 Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in Cum 10.00 494.75 4,947.50pp y g, g, p g g g ,recharge pit in the required thickness for all leads & lifts all complete as per direction of

,recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of E i i hEngineer-in-charge.g g

205 24 60 S l i filli di & l li l f i 5 t 10 i th C 588 00 901 25 529 935 00205 24.60 Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the Cum 588.00 901.25 529,935.00recharge pit over the existing layer of boulders in required thickness for all leads & liftsrecharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer in chargeall complete as per direction of Engineer- in- charge.

206 24 10 Boring/drilling bore well of required dia for casing/ strainer pipe by suitable method206 24.10 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable methodS ( ) f ffprescribed in IS:2800 (part I), including collecting samples from different strata, preparingp (p ) g g p p p g

and submitting strata chart/bore log including hire & running charges of all equipmentsand submitting strata chart/bore log, including hire & running charges of all equipments,t l l t & hi i i d f th j b ll l t di ti f E itools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge upto 90 metre depth below ground levelin charge, upto 90 metre depth below ground level.

a) 24 1 1 All types of soila) 24.1.1 All types of soil

24 1 1 1 300 mm dia Metre 160 00 398 25 63 720 0024.1.1.1 300 mm dia Metre 160.00 398.25 63,720.00

207 24 10 S l i bli l i d fi i i ti l iti i b ll ERW (El t i207 24.10 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electricpp y g g g g p (Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes ofResistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of

i d di f i t IS 4270 f t d & d k i l di i t d ithrequired dia, conforming to IS: 4270, of reputed & approved make, including painted withoutside surface with two coats of anticorrosive paint of approved brand and manufactureoutside surface with two coats of anticorrosive paint of approved brand and manufacture,including required hire & labour charges fittings & accessories all complete for allincluding required hire & labour charges, fittings & accessories, all complete, for alldepths, as per direction of Engineer-in-charge.depths, as per direction of Engineer in charge.

a) 24 10 2 150 mm nominal size dia having minimum wall thickness 5 00 mm Metre 80 00 1329 20 106 336 00a) 24.10.2 150 mm nominal size dia having minimum wall thickness 5.00 mm Metre 80.00 1329.20 106,336.00


DSR and NDSR Items


208 24.11 Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electricpp y g, g, g g p , (Resistance Welded) FE 410 plain slotted (having slot of size 1 6/3 2mm) mild steelResistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2mm) mild steelth d d d k t d / l i l l d d i (t A) f i d di f i t ISthreaded and socketed / plain level ended pipe (type A) of required dia, conforming to IS:( y ) g8110 of reputed and approved make having wall thickness not less than 5 40 mm8110, of reputed and approved make, having wall thickness not less than 5.40 mm,i l di i t d ith t id f ith t t f ti i bit ti i t fincluding painted with outside surface with two coats of anticorrosive bitumestic paint ofapproved brand and manufacture, including hire & labour charges, fittings & accessories,approved brand and manufacture, including hire & labour charges, fittings & accessories,all complete for all depths as per direction of Engineer in chargeall complete, for all depths, as per direction of Engineer-in-charge.

a) 24 11 2 150 mm nominal size dia Metre 80 00 1408 70 112 696 00a) 24.11.2 150 mm nominal size dia . Metre 80.00 1408.70 112,696.00

209 24.15 Providing and fixing bail plug/Bottom plug of required dia to the bottom of pipe assembly209 24.15 Providing and fixing bail plug/Bottom plug of required dia to the bottom of pipe assemblyof tubewell as per IS:2800 (Part I)of tubewell as per IS:2800 (Part-I).

a) 24 15 2 150 mm dia Each 4 00 242 15 968 60a) 24.15.2 150 mm dia Each 4.00 242.15 968.60

Total of Miscellaneous Works for Rain Water Harvesting : 931 748 10Total of Miscellaneous Works for Rain Water Harvesting : 931,748.10

Total of Schedule Item Rain Water Harvesting Chamber (4 nos ) (I) : 2 545 159 32Total of Schedule Item Rain Water Harvesting Chamber (4 nos.) (I) : 2,545,159.32

MISCELLANEOUS WORKSMISCELLANEOUS WORKS

I - Schedule ItemI - Schedule Item210 19 15 P idi M S f t t i l di fi i i h l ith 20 20 10 t t210 19.15 Providing M.S. foot rests including fixing in manholes with 20x20x10 cm cement concreteg g g

blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)t d d d ias per standard design :

a) 19 15 1 With 20x20 mm square bar Each 54 00 261 45 14 118 30a) 19.15.1 With 20x20 mm square bar Each 54.00 261.45 14,118.30

Total of Schedule Item Miscellaneous Works (I) : 14 118 30Total of Schedule Item Miscellaneous Works (I) : 14,118.30


DSR and NDSR Items


C ELECTRICAL WORK (BASED ON DSR 2013)C ELECTRICAL WORK (BASED ON DSR 2013)

O GPOINT WIRING:

I. Schedule ItemI. Schedule Item

211 1 3 Wiring for light point/fan point/exhaust fan point/call bell point with 1 5 sq mm FRLS PVC211 1.3 Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm. FRLS PVCi l t d d t i l bl i f / d t l d it ithinsulated copper conductor single core cable in surface/recessed steel conduit withmodular switch modular plate suitable GI box and earthing the point with 1 5 sqmmmodular switch, modular plate, suitable GI box and earthing the point with 1.5 sqmmFRLS PVC insulated copper conductor single core cable etc as required:FRLS PVC insulated copper conductor single core cable etc as required:

a) 1 3 3 Group C Point 3790 00 1011 00 3 831 690 00a) 1.3.3 Group C Point 3790.00 1011.00 3,831,690.00

212 1 4 Wiring for twin control light point with 1 5 sq mm FRLS PVC insulated copper conductor Point 27 00 1112 00 30 024 00212 1.4 Wiring for twin control light point with 1.5 sq.mm. FRLS PVC insulated copper conductor Point 27.00 1112.00 30,024.00single core cable in surface/recessed steel conduit 2 Way moduler switch, modularg y ,plate suitable GI box and earthing the point with 1 5 sqmm FRLS PVC insulated copperplate,suitable GI box and earthing the point with 1.5 sqmm FRLS PVC insulated copper

d t i l bl t i dconductor single core cable etc as required:g q

213 1 5 Wi i f li ht/ l ith (2 4 ) FRLS PVC i l t d d t Mt 28225 00 242 00 6 830 450 00213 1.5 Wiring for light/power plug with (2 x 4 sq. mm) FRLS PVC insulated copper conductor Mtr 28225.00 242.00 6,830,450.00single core cable in surface/recessed steel conduit along with 1Nos 4sq mm FRLS PVCsingle core cable in surface/recessed steel conduit along with 1Nos.4sq.mm FRLS PVCi l t d d t i bl f l thi i dinsulated copper conductor singe core cable for loop earthing as required.

214 1 6 Wiring for light/power plug with 4 x 4 sq mm FRLS PVC insulated copper conductor Mtr 9410 00 375 00 3 528 750 00214 1.6 Wiring for light/power plug with 4 x 4 sq. mm.FRLS PVC insulated, copper conductor, Mtr 9410.00 375.00 3,528,750.00single core cable in surface/recessed Steel conduit along with 2 No.4 sq.mm.FRLS PVCg g qinsulated copper condutor single core cable for loop earthing as requiredinsulated copper condutor single core cable for loop earthing as required.

215 1 7 Wiring for circuit / submain wiring along with earth wire the following sizes of FRLS PVC215 1.7 Wiring for circuit / submain wiring along with earth wire the following sizes of FRLS PVCi l t d d t i l bl i f / d t l d itinsulated copper conductor, single core cable in surface/ recessed steel conduit asrequired :required.:

a) 1 7 2 2 x 2 5 sq mm + 1 x 2 5 sq mm earth wire Mtr 18950 00 207 00 3 922 650 00a) 1.7.2 2 x 2.5 sq. mm + 1 x 2.5 sq. mm earth wire Mtr 18950.00 207.00 3,922,650.00

b) 1 7 5 2 x 10 sq mm + 1 x 10 sq mm earth wire Mtr 135 00 409 00 55 215 00b) 1.7.5 2 x 10 sq. mm + 1 x 10 sq. mm earth wire Mtr 135.00 409.00 55,215.00

c) 1 7 10 4 x 10 sq mm + 2 x 10 sq mm earth wire Mtr 690 00 789 00 544 410 00c) 1.7.10 4 x 10 sq. mm + 2 x 10 sq. mm earth wire Mtr 690.00 789.00 544,410.00

d) 1.7.11 4 x 16 sq. mm + 2 x 16 sq. mm earth wire Mtr 140.00 1105.00 154,700.00d) 1.7.11 4 x 16 sq. mm 2 x 16 sq. mm earth wire Mtr 140.00 1105.00 154,700.00


DSR and NDSR Items


216 1 20 S l i d fi i f f ll i i f t l d it l ith th i i216 1.20 Supplying and fixing of following sizes of steel conduit alongwith the accessories insurface/ recess including painting in case of surface conduit or cutting the wall andsurface/ recess including painting in case of surface conduit, or cutting the wall and

ki d th i f d d it i dmaking good the same in case of recessed conduit as required:

a) 1 20 2 25mm dia Mtr 700 00 152 00 106 400 00a) 1.20.2 25mm dia Mtr 700.00 152.00 106,400.00

217 1 31 Supplying and fixing suitable size GI box with modular plate and cover in front on surface Nos 1271 00 320 00 406 720 00217 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on surfacei i l di idi d fi i 3 i 5/6 d l k t tl t d 5/6

Nos 1271.00 320.00 406,720.00or in recess, including providing and fixing 3 pin 5/6 amps. modular socket outlet and 5/6g p g g p pamps moduler switch connection painting etc as required (for light plug to be use in nonamps.moduler switch connection, painting etc.as required.(for light plug to be use in non

id ti l b ildi )residential buildings)

218 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surface Nos 297.00 411.00 122,067.00218 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on surfaceor in recess including providing and fixing 6 pin 15/16 amps modular socket outlet and

Nos 297.00 411.00 122,067.00or in recess, including providing and fixing 6 pin 15/16 amps. modular socket outlet and15/16 amps.moduler switch connection, painting etc.as required.p , p g q

Total of Schedule Item Point Wiring Work (I) : 19,533,076.00g ( ) , ,

DISTRIBUTION BOARDS:

I Schedule ItemI. Schedule Item

219 2 7 S l i d fi i f ll i i d SP&N MCB di t ib ti b d f t l h t219 2.7 Supplying and fixing following way prewired SP&N MCB distribution board of steel sheetfor 240 volts on surface/ recess complete with loose wire box, terminal connectors for allfor 240 volts on surface/ recess complete with loose wire box, terminal connectors for allincoming and outgoing circuits duly prewired with suitable size FRLS PVC insulatedincoming and outgoing circuits, duly prewired with suitable size FRLS PVC insulatedcopper conductor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, dinpp p , pp , , ,bar detachable gland plate interconnections powder painted including earthing etc asbar, detachable gland plate, interconnections, powder painted including earthing etc. asrequired. (But without MCB/ RCCB/ Isolatorq (

a) 2 7 6 2 + 12 way Double door Each 26 00 3432 00 89 232 00a) 2.7.6 2 + 12 way, Double door Each 26.00 3432.00 89,232.00

220 2.8 Supplying and fixing following way prewired TP&N MCB distribution board of steel sheetpp y g g g y pfor 415 volts on surface/ recess complete with loose wire box terminal connectors for allfor 415 volts on surface/ recess complete with loose wire box, terminal connectors for alli i d t i i it d l i d ith it bl i FR PVC i l t dincoming and outgoing circuits, duly prewired with suitable size FR PVC insulated copperg g g y p ppconductor up to terminal blocks tinned copper bus bar neutral link earth bar din barconductor up to terminal blocks, tinned copper bus bar, neutral link, earth bar, din bar,d t h bl l d l t i t ti d i t d i l di thi tdetachable gland plate, interconnections, powder painted including earthing etc. asrequired.(But without MCB/ RCCB/ Isolator)required.(But without MCB/ RCCB/ Isolator)

a) 2 8 5 4 Way (4+12) double door Each 16 00 6997 00 111 952 00a) 2.8.5 4 Way (4+12) double door Each 16.00 6997.00 111,952.00


DSR and NDSR Items


b) 2 8 8 12 W (4 36) d bl d E h 4 00 12163 00 48 652 00b) 2.8.8 12 Way (4+36) double door Each 4.00 12163.00 48,652.00

221 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit221 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, C curve, miniature circuitbreaker suitable for inductive load of following poles in the existing MCB DB complete withbreaker suitable for inductive load of following poles in the existing MCB DB complete withconnections, testing and commissioning etc. as required., g g q

a) 2.10.1 Single pole Each 648.00 146.00 94,608.00a) 0 S g e po e ac 6 8 00 6 00 9 ,608 00

b) 2 10 3 Double Pole Each 26 00 412 00 10 712 00b) 2.10.3 Double Pole Each 26.00 412.00 10,712.00

c) 2 10 5 Triple pole and neutral Each 20 00 784 00 15 680 00c) 2.10.5 Triple pole and neutral Each 20.00 784.00 15,680.00

Total of Schedule Item Distribution Boards Work (I) : 370,836.00Total of Schedule Item Distribution Boards Work (I) : 370,836.00

EARTHING:


222 5 9 Supplying and laying 25 mm X 5 mm G I strip at 0 50 metre below ground as strip earth Mtr 560 00 103 00 57 680 00222 5.9 Supplying and laying 25 mm X 5 mm G.I strip at 0.50 metre below ground as strip earthl t d i l di ti /t i ti ith t b lt i h t i d

Mtr 560.00 103.00 57,680.00electrode, including connection/terminating with nut, bolt, spring, washer etc. as required.(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washer(Jointing shall be done by overlapping and with 2 sets of brass nut bolt & spring washerspaced at 50mm)spaced at 50mm)

Total of Schedule Item Earthing Work (I) : 57 680 00Total of Schedule Item Earthing Work (I) : 57,680.00

CABLES :CABLES :

I. Schedule Item

223 9.1 Supplying and making end tremination with brass compression gland and aluminium lugs223 9.1 Supplying and making end tremination with brass compression gland and aluminium lugsfor following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cablefor following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cableif 1.1 KV grade as required.g q

) ( )a) 9.1.29 3.5c x 240sq.mm (62mm) Each 6.00 824.00 4,944.00) q ( ) ,

b) 9 1 25 3 5c x 120sq mm (45mm) Each 14 00 417 00 5 838 00b) 9.1.25 3.5c x 120sq.mm (45mm) Each 14.00 417.00 5,838.00

c) 9 1 23 3 5c x 70sq mm (38mm) Each 4 00 324 00 1 296 00c) 9.1.23 3.5c x 70sq.mm (38mm) Each 4.00 324.00 1,296.00

d) 9 1 34 4 25 (28 ) E h 52 00 211 00 10 972 00d) 9.1.34 4c x 25sq.mm (28mm) Each 52.00 211.00 10,972.00


DSR and NDSR Items


) 9 1 2 2 10 (19 ) E h 120 00 126 00 15 120 00e) 9.1.2 2c x 10sq.mm (19mm) Each 120.00 126.00 15,120.00

224 4.1 Supplying and installing following size of perforated pre-painted M.S. cable trays with224 4.1 Supplying and installing following size of perforated pre painted M.S. cable trays withperforation not more than 17 5% in convenient sections joined with connectorsperforation not more than 17.5%, in convenient sections, joined with connectors,suspended from the ceiling with M.S. suspenders including bolts & nuts, paintingp g p g , p gsuspenders etc as requiredsuspenders etc as required.

a) 4 1 6 450 mm width X 50 mm depth X 2 0 mm thickness mtrs 225 00 1082 00 243 450 00a) 4.1.6 450 mm width X 50 mm depth X 2.0 mm thickness mtrs 225.00 1082.00 243,450.00

Total of Schedule Item Cables & Sub-mains Wiring Work (I) : 281 620 00Total of Schedule Item Cables & Sub mains Wiring Work (I) : 281,620.00

FAN & FITTINGS:FAN & FITTINGS:


22 1 2 S l i d fi i d l i f l h i i d l l N 6 9 00 362 00 24 98 00225 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular plate Nos 679.00 362.00 245,798.00pp y g g pp yp g g pswitch box including connections but excluding modular plate etc as requiredswitch box including connections but excluding modular plate etc. as required..

Total of Schedule Item Fans & Fittings Work (I) : 245,798.00Total of Schedule Item Fans & Fittings Work (I) : 245,798.00

COMMUNICATION SYSTEM:COMMUNICATION SYSTEM:


226 1 18 S l i d d i f ll i i 0 5 FR PVC i l t d d t226 1.18 Supplying and drawing following pair, 0.5sq.mm FR PVC insulated copper conductorunarmord telaphone cable in existing surface/ recessed steel/ PVC conduit as requiredunarmord telaphone cable in existing surface/ recessed steel/ PVC conduit as required.

) 1 18 2 ) 2 1260 00 1 00 21 20 00a) 1.18.2 a) 2 pair unarmoured Mtr 1260.00 17.00 21,420.00) ) p

227 1 19 Supplying and drawing co-axial TV cable RG-6 grade 0 7 mm solid copper conductor PE Mtr 1260 00 23 00 28 980 00227 1.19 Supplying and drawing co axial TV cable RG 6 grade, 0.7 mm solid copper conductor PEins lated shielded ith fine tinned copper braid and protected ith PVC sheath in the

Mtr 1260.00 23.00 28,980.00insulated, shielded with fine tinned copper braid and protected with PVC sheath in theexisting surface / recessed steel/ PVC conduit as required.existing surface / recessed steel/ PVC conduit as required.

228 1 24 Supplying and fixing following modular switch / socket on existing modular plate & switch228 1.24 Supplying and fixing following modular switch / socket on existing modular plate & switchb i l di ti b t l di d l l t t i dbox including connections but excluding modular plate etc.as required

a) 1.24.6 Telephone Socket outlet Nos 42.00 92.00 3,864.00a) 1.24.6 Telephone Socket outlet Nos 42.00 92.00 3,864.00


DSR and NDSR Items


b) 1 24 7 TV ti S k t tl t N 42 00 94 00 3 948 00b) 1.24.7 TV antinna Socket outlet Nos 42.00 94.00 3,948.00

229 1 27 Supplying and fixing following size / modular GI box along with modular base & cover for229 1.27 Supplying and fixing following size / modular, GI box along with modular base & cover forswitches in recess etc as requiredswitches in recess etc as required

) 1 27 1 1 2 d l (75 75 ) N 84 00 159 00 13 356 00a) 1.27.1 1 or 2 module (75mmx75mm) Nos 84.00 159.00 13,356.00

Total of Schedule Item Communication System Work (I) : 71 568 00Total of Schedule Item Communication System Work (I) : 71,568.00

LIGHTNING PROTECTION:LIGHTNING PROTECTION:


230 6 2 Supply and fixing of lightning conductor finial made of 25 mm dia 300 mm long GI tube Each 10 00 352 00 3 520 00230 6.2 Supply and fixing of lightning conductor finial, made of 25 mm dia 300 mm long GI tube,h i i l t t ith 85 di 6 thi k GI b l t i l di h l

Each 10.00 352.00 3,520.00having single prong at top, with 85 mm dia 6 mm thick GI base plateincluding holesetc complete as requiredetc.complete as required.

231 6 4 Jointing copper / G I tape (with another copper/ G I tape base of the finial or any other Each 10 00 68 00 680 00231 6.4 Jointing copper / G.I. tape (with another copper/ G I tape, base of the finial or any otherlli bj ) b i i / b l i /

Each 10.00 68.00 680.00metallic object) by riveting / nut bolting/ j ) y g g

f G f f f f232 6.7 Providing and fixing GI tape 20 mm x 3 mm thick on parapet or sorface of wall for for Meter 2000.00 64.00 128,000.00g g p p plightning conductor as required for horizontal run

,lightning conductor as required, for horizontal run.

233 6 8 Providing and fixing GI tape 20 mm x 3 mm thick on parapet or sorface of wall for for Meter 500 00 91 00 45 500 00233 6.8 Providing and fixing GI tape 20 mm x 3 mm thick on parapet or sorface of wall for forli ht i d t i d f ti l

Meter 500.00 91.00 45,500.00lightning conductor as required, for vertical run.g g

234 6 11 P idi d fi i t ti j i t d f 20 3 thi k GI t i 125 l ith E h 10 00 185 00 1 850 00234 6.11 Providing and fixing, testing joint, made of 20 mm x 3 mm thick GI strip, 125 mm long with Each 10.00 185.00 1,850.00g g g j p g4 Nos of GI bolts nuts check nuts and spring washers etc complete as required4 Nos. of GI bolts nuts, check nuts and spring washers etc. complete as required.

235 6 14 P idi d l i GI t 32 6 thi k f th l t d di tl i d M t 45 00 135 00 6 075 00235 6.14 Providing and laying GI tape , 32 mm x 6 mm thick, from earth electrode directly in ground Meter 45.00 135.00 6,075.00as required.as required.

236 5 4 Earthing with G I earth plate 600 mm X 600 mm X 6 mm thick including accessories and Set 12 00 4367 00 52 404 00236 5.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and Set 12.00 4367.00 52,404.00providing masonry enclosure with cover plate having locking arrangement and wateringp g y p g g g gpipe of 2 7 metre long etc with charcoal/ coke and salt as requiredpipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

Total of Schedule Item Lightning Protection Work (I) : 238 029 00Total of Schedule Item Lightning Protection Work (I) : 238,029.00


DSR and NDSR Items

S. No. Description Amount (In Figure) Amount (In Words)

PART-II

D CIVIL WORKS (BASED ON MARKET RATE)

1 Total of Non Schedule Item Brick Work (II) :

2 Total of Non Schedule Item Wood Work (II) :

3 Total of Non Schedule Item Steel Work (II) :

4 Total of Non Schedule Item Water Proofing Work (II) :

5 Total of Non Schedule Item Road Work (II) :

E PHE & FIRE FIGHTING WORKS (BASED ON MARKET RATE)

6 Total of Non Schedule Item Sewerage System (II) :

7 Total of Non Schedule Item External Water Supply System (II) :

8 Total of Non Schedule Item Internal Water Supply System (II) :

9 Total of Non Schedule Item Soil, Waste, Vent Pipes and Fittings (II) :

10 Total of Non Schedule Item Sanitary Fixtures (II) :

ABSTRACT OF COST


DSR and NDSR Items

S. No. Description Amount (In Figure) Amount (In Words)

PART-II

ABSTRACT OF COST

11 Total of Non Schedule Item Rain Water Pipes & Fittings (II) :

12 Total of Non Schedule Item Miscellaneous Works (II) :

13 Total of Non Schedule Item Fire Fighting Pumps (II) :

14 Total of Non Schedule Item Fire Hydrant System (II) :

15 Total of Non Schedule Item Hand Appliances (II) :

F ELECTRICAL WORKS (BASED ON MARKET RATE)

16 Total of Non Schedule Item Distribution Boards Work (II) :

17 Total of Non Schedule Item Earthing Work (II) :

18 Total of Non Schedule Item Cables & Sub-mains Wiring Work (II) :

19 Total of Non Schedule Item Fans & Fitting Work (II) :

20 TOTAL OF Total of Non Schedule Item Communication System Work (II) :

GRAND TOTAL


DSR and NDSR Items

Quantity Quoted Rate Amount (Rs.)S. Non Description of Items Unit y ( )No. Schedule

p

In Figure (Rs.) In Words Rs.))

PART IIPART- II

D CIVIL WORKS (BASED ON MARKET RATE)D CIVIL WORKS (BASED ON MARKET RATE)


II Non Schedule ItemsII. Non Schedule Items

237 NSI-1 Brick work with Fire bricks in superstructure above plinth level upto floor V level in all cum 2.00shapes and sizes in cement mortar 1:4 (1 cement :4 coarse sand)

T t l f N S h d l It B i k W k (II)Total of Non Schedule Item Brick Work (II) :

WOOD WORKSWOOD WORKS

II. Non Schedule Items

238 NSI-2 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non- sqm 37 80238 NSI 2 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) nondecorative type core of block board construction with frame of 1st class hard wood and

sqm 37.80decorative type, core of block board construction with frame of 1st class hard wood andwell matched commercial 3 ply veneering with vertical grains or cross bands and facewell matched commercial 3 ply veneering with vertical grains or cross bands and faceveneers on both faces of shutters with 25x35mm teak wood blipping and 70x60mmveneers on both faces of shutters with 25x35mm teak wood blipping and 70x60mm

ti l h d d l i i G h l ith ll d 19 thi k i i k dvertical hardwood , aluminium G channel with roller and 19mm thick isi markedi l b d t t ith li i t d t l t f diff tl bl d t il tcommercial board at top with lipping on cut edge etc complete for differently abled toilet

239 NSI-3 Providing and fixing oxidised M.S. eye hooks with necessary screws etc. complete.39 S 3 o d g a d g o d sed S eye oo s ecessa y sc e s e c co p e e

a) 250 mm each 2814.00

240 NSI 4 P idi d fi i PVC hit l d il f t d k fi d t th b k f h 500 00240 NSI-4 Providing and fixing PVC white colour door silencer of apptoved make fised at the back ofd ith t l t

each 500.00door with necessary screws etc. complete.

Total of Non Schedule Item Wood Work (II) :Total of Non Schedule Item Wood Work (II) :

STEEL WORKSSTEEL WORKS

II. Non Schedule Items

241 NSI-5 Item same as S No 61 (DSR Item No 10 30 2) of BOQ but with Saint Gobain 4mm ST sqm 5327 36241 NSI-5 Item same as S. No. 61 (DSR Item No. 10.30.2) of BOQ but with Saint Gobain 4mm ST467 Normal glass or approved equivalent makes

sqm 5327.36467 Normal glass or approved equivalent makes.


DSR and NDSR Items


p


242 NSI 6 P idi d fi i d f 100 l f d i l th h 2960 00242 NSI-6 Providing and fixing pegs made of ms 100mm long for drying cloths. each 2960.00

243 NSI 7 Providing approved galvanized chicken wire mesh (24 gauge 12mm size) to junctions of sqm 2336 48243 NSI-7 Providing approved galvanized chicken wire mesh (24 gauge 12mm size) to junctions ofconcrete and masonry work and other locations where called for including cutting to

sqm 2336.48concrete and masonry work and other locations where called for including cutting to

d i id l f i i 150 d fi i i iti ith l i d irequred sizes side laps of minimum 150mm and fixing in position with galvanized wireil d l tnails as approved complete.

Total of Non Schedule Item Steel Work (II) :Total of Non Schedule Item Steel Work (II) :

WATER PROOFING WORKS

II Non Schedule ItemsII. Non Schedule Items

244 NSI-8 Providing and filling AAC blocks (waste) in sunken area including levelling with light weight cum 676.36beater complete p

T t l f N S h d l It W t P fi W k (II)Total of Non Schedule Item Water Proofing Work (II) :

ROAD WORK

II N S h d l ItII. Non Schedule Items

245 NSI-9 Breaking the available hard rock / excavated hard rock to requisite size stone aggregate at245 NSI 9 Breaking the available hard rock / excavated hard rock to requisite size stone aggregate atsite to be used for road work including stacking within a lead upto 1 km & transported backsite to be used for road work including stacking within a lead upto 1 km & transported backto the required place of work within a lead upto 1km complete as per direction ofto the required place of work within a lead upto 1km complete as per direction ofEngineer in charge (the rate includes taking out excavated available rock dumped at siteEngineer–in charge. (the rate includes taking out excavated available rock dumped at site,breaking it to required size stacking it at earmarked location within 1km distance &breaking it to required size, stacking it at earmarked location within 1km distance &transported to the required place of work within 1 km including disposal of rubbish with alltransported to the required place of work within 1 km including disposal of rubbish with alllift l t )lift complete)

a) 90 mm to 45 mm size stone aggregate. cum 1212.07) gg g

b) 63 mm to 45 mm size stone aggregate. cum 909.05) gg g

f S ( )Total of Non Schedule Item Road Work (II) :


DSR and NDSR Items


p


E PHE & FIRE FIGHTING WORKS (BASED ON MARKETE PHE & FIRE FIGHTING WORKS (BASED ON MARKET (RATE)RATE)

SECTION -A - INTERNAL & EXTERNAL PHE WORKSSECTION A INTERNAL & EXTERNAL PHE WORKS

SEWERAGE SYSTEM SEWERAGE SYSTEM

II - Non Schedule Item246 NSI-10 Constructing of masonry Grease Trap with brick masonry in cement mortar 1:4 (1 cement:246 NSI 10 Constructing of masonry Grease Trap with brick masonry in cement mortar 1:4 (1 cement:

4 coarse sand) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stone4 coarse sand) RCC top slab with 1:2:4 mix (1 cement: 2 coarse sand: 4 graded stoneaggregate 20 mm nominal size) foundation concrete 1:4:8 mix (1 cement: 4 coarse sand:aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement: 4 coarse sand:8 graded stone aggregate 40 mm nominal size) including RCC Baffle walls excavation8 graded stone aggregate 40 mm nominal size) including RCC Baffle walls, excavationand refilling inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarseand refilling inside plastering 12 mm thick with cement mortar 1:3 (1 cement: 3 coarse

d) fi i h d ith fl ti t f t t d ki h l i tsand) finished with a floating coat of neat cement and making channels in cementt 1 2 4 (1 t 2 d 4 d d t t 20 i l i )concrete 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size)

l t ith T CI li ht d t M h l f i 600 600 600 t tcomplete with Two nos. CI light duty Manholes covers of size 600x600x600mm at topslab, all complete as per drawing.

a) Size 1 5mx0 75mx0 75m deep Each 1 00a) Size 1.5mx0.75mx0.75m deep Each 1.00

Total of Non Schedule Item Sewerage System (II) :Total of Non Schedule Item Sewerage System (II) :

EXTERNAL WATER SUPPLY SYSTEMEXTERNAL WATER SUPPLY SYSTEM

II - Non Schedule Item

247 NSI-11 Providing and fixing lever operated gun metal ball valve with SS ball247 NSI 11 Providing and fixing lever operated gun metal ball valve with SS ball.

) 32 i l b E h 4 00a) 32mm nominal bore Each 4.00

b) 40mm nominal bore Each 2 00b) 40mm nominal bore Each 2.00

c) 50mm nominal bore Each 3 00c) 50mm nominal bore Each 3.00

248 NSI-12 Providing and fixing C.I. Butterfly valves conforming to PN 1.6/13095 with nuts, bolts,248 NSI 12 Providing and fixing C.I. Butterfly valves conforming to PN 1.6/13095 with nuts, bolts,washers 3mm thick insertion ruber gasket and two matching flanges as per table 'E' etcwashers, 3mm thick insertion ruber gasket and two matching flanges as per table E etc.completecomplete.


DSR and NDSR Items


p


) 80 i l b E h 2 00a) 80 mm nominal bore Each 2.00

b) 100mm nominal bore Each 8 00b) 100mm nominal bore Each 8.00

249 NSI-13 Making Connection of proposed 100mm dia DI pipe with existing DI water supply main Each 2 00249 NSI-13 Making Connection of proposed 100mm dia DI pipe with existing DI water supply mainwith all necessary fittings in workmanship like manner including testing of joints complete

Each 2.00with all necessary fittings in workmanship like manner including testing of joints completein all respects All pipes & fittings required for making connection shall be measured andin all respects. All pipes & fittings required for making connection shall be measured andpaid separately (for existing tapping)paid separately. (for existing tapping)

250 NSI-14 Making connection of 40mm & 50mm CPVC pipes with DI water supply main header Each 10 00250 NSI-14 Making connection of 40mm & 50mm CPVC pipes with DI water supply main header(IS:8329 Class K9) at external ground by provision of CPVC flange piece & CPVC

Each 10.00(IS:8329, Class-K9) at external ground by provision of CPVC flange piece & CPVCreducer in workmanship like manner including testing of joints complete in all respects asreducer in workmanship like manner including testing of joints complete in all respects asper drawings (for oht riser)per drawings. (for oht riser)

Total of Non Schedule Item External Water Supply System (II) :Total of Non Schedule Item External Water Supply System (II) :

INTERNAL WATER SUPPLY SYSTEMINTERNAL WATER SUPPLY SYSTEM

II N S h d l ItII - Non Schedule Item

251 NSI-15 Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting and251 NSI 15 Providing and fixing G.I. pipes complete with G.I. fittings and clamps including cutting andmaking good the walls etc (Internal work) :making good the walls etc., (Internal work) :

I Exposed on Wall (COLD WATER)

(a) 65mm nominal bore Metre 80.00(a) 65mm nominal bore Metre 80.00

(b) 80mm nominal bore Metre 100.00( )

(c) 100mm nominal bore Metre 30.00

252 NSI 16 C l d i i l di i ti ith ti i i t tti h d ki252 NSI-16 Concealed pipe including painting with anti-corrosive paint, cutting chases and makinggood the wall. (COLD WATER)


DSR and NDSR Items


p


II( ) 25 i l b M t 435 00(a) 25mm nominal bore Metre 435.00

(b) 32mm nominal bore Metre 130 00(b) 32mm nominal bore Metre 130.00

(c) 40mm nominal bore Metre 15 00(c) 40mm nominal bore Metre 15.00

II Hot Water Supply Pipe (Concealed)II Hot Water Supply Pipe (Concealed)

( ) 25 i l b M t 110 00(a) 25mm nominal bore Metre 110.00

253 NSI 17 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes having thermal stability253 NSI-17 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stabilityfor hot & cold water supply including all CPVC plain & brass threaded fittings includingfor hot & cold water supply, including all CPVC plain & brass threaded fittings, includingfi i th i ith l t 1 00 i Thi i l d j i ti f i & fitti ithfixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with

t CPVC l t t d t ti f j i t l t di ti f E ione step CPVC solvent cement and testing of joints complete as per direction of Engineerin Charge. (for flushing water supply)

Internal ork E posed on allInternal work - Exposed on wall

(a) 65mm nominal outer dia pipes (SCH-40 ASTM F-441) Metre 35.00( ) p p ( )

(b) 80mm nominal outer dia pipes (SCH-40 ASTM F-441) Metre 25.00

254 NSI 18 P i ti G I i d fitti ith th ti l i t d i d i i254 NSI-18 Painting G.I. pipes and fittings with synthetic enamel paint over a ready mixed primingcoat, both of approved quality for new work

(a) 65mm nominal bore Metre 80 00(a) 65mm nominal bore Metre 80.00


(c) 100mm nominal bore Metre 30.00( )


DSR and NDSR Items


p


255 NSI 19 P idi d fi i l t d t l b ll l ith SS b ll255 NSI-19 Providing and fixing lever operated gun metal ball valve with SS ball.

(a) 15 mm nominal bore. Each 102.00( )

(b) 20 mm nominal bore. Each 123.00

( ) 25 i l b E h 86 00(c) 25 mm nominal bore. Each 86.00

(d) 32 mm nominal bore Each 56 00(d) 32 mm nominal bore. Each 56.00

(e) 40 mm nominal bore Each 34 00(e) 40 mm nominal bore. Each 34.00

(f) 50 mm nominal bore. Each 23.00(f) 50 mm nominal bore. Each 23.00

(g) 65 mm nominal bore. Each 4.00(g)

256 NSI-20 Extra for providing and fixing class-O Kaiflex ST insulation 6mm thick to hot water pipeand fittings and valves as per manufacturer's recommendations complete to satisfaction ofg p pEngineer in charge.g g

( ) 15 i l b M t 975 00(a) 15mm nominal bore Metre 975.00


(c) 25mm nominal bore Metre 110 00(c) 25mm nominal bore Metre 110.00


DSR and NDSR Items


p


257 NSI 21 P idi d fi i I l ti t GI Pi d l ith 50 thi k i b d d257 NSI-21 Providing and fixing Insulation to GI Pipes and valves with 50mm thick resin bondedf d i l l i ti f d it t l th 144 k / IS 9842preformed mineral wool pipe sections of density not less than 144 kg/cum. as per IS:9842

and applying 26g Aluminium sheet as cladding, properly rolled and grooved with jointssealed with a strap of roofing felt (type-III Grade-I conforming to IS:1322) complete withself tapping screws centre to centre distance of 150mm to close cladding joints. Thepipes shall be painted with zinc chromate primer before applying insulation (Lloyd p p p p pp y g ( yInsulation Make).su at o a e)

(a) 15mm dia Metre 100.00( )

(b) 20mm dia Metre 300.00

( ) 25 di M t 195 00(c) 25mm dia Metre 195.00

(d) 32mm dia Metre 130 00(d) 32mm dia Metre 130.00

(e) 40mm dia Metre 60 00(e) 40mm dia Metre 60.00

(f) 50mm dia Metre 70.00(f) 50mm dia Metre 70.00

258 NSI-22 Providing and fixing C.I. Butterfly valves conforming to PN 1.0/13095 with nuts, bolts,g g y gwashers, 3mm thick insertion ruber gasket and two matching flanges as per table 'E' etc., g g g pcomplete.complete.

(a) 80 mm nominal bore Each 6.00

(b) 100 i l b E h 2 00(b) 100 mm nominal bore Each 2.00

Total of Non Schedule Item Internal Water Supply System (II) :Total of Non Schedule Item Internal Water Supply System (II) :


DSR and NDSR Items


p


SOIL WASTE VENT PIPES AND FITTINGSSOIL WASTE, VENT PIPES AND FITTINGS

II - Non Schedule ItemII - Non Schedule Item

259 NSI-23 Providing and fixing 100mm dia G.I. Inlet fitting of standard design with two-three inlets, Each 397.00suitable for 32mm to 50mm G.I. Pipes and 75mm to 100mm outlet.

260 NSI 24 P idi d fi i CP B fl l t l d i l t ith G I260 NSI-24 Providing and fixing CP Brass floor cleanout plug as per drawing complete with G.I.S k t j i t d t d i i tl t ith d i l j i tSocket jointed to drainage pipe outlet with drip seal joint.

a) 100 mm dia Each 180 00a) 100 mm dia Each 180.00

261 NSI-25 Providing & fixing drip seal joints to centrifugally cast (spun) iron pipes and fittings261 NSI 25 Providing & fixing drip seal joints to centrifugally cast (spun) iron pipes and fittingsconforming to ISI specifications including cost of lead yarn and tools etcconforming to ISI specifications including cost of lead yarn and tools etc.

a) 100mm Each 800.00

262 NSI-26 Providing, fixing and testing Cast Iron soil waste and vent pipes (IS:3989) including allfittings such as bends, junctions, inspection doors, offsets, cowls, access pieces/plugs,brass floor cleanouts etc. clamps/ structural steel supports as required/directed at site,p pp q ,jointing with refined pig lead with deep lead joints including cutting holes in walls andjointing with refined pig lead with deep lead joints including cutting holes in walls andmaking good the same.making good the same.

) 150 di M t 60 00a) 150 mm dia Metre 60.00

263 NSI 27 P i ti d t i / t if ll t ( ) i il t t i d fitti263 NSI-27 Painting sand cast iron/centrifugally cast (spun) iron soil, waste vent pipes and fittingsith i t f l h h l t b ff t t f i ( fwith paint of any colour such as chocolate, grey or buff, etc., over a coat of primer (of

d li ) f kapproved quality) for new work.

(a) 150mm diametre pipe Metre 60 00(a) 150mm diametre pipe Metre 60.00

Total of Non Schedule Item Soil, Waste, Vent Pipes and Fittings (II) :, , p g ( )


DSR and NDSR Items


p


SANITARY FIXTURESSANITARY FIXTURES

II - Non Schedule Item264 NSI-28 Providing and fixing Hindware Sleek fresh dual flushing PVC Cistern or approved Each 155.00264 NSI 28 Providing and fixing Hindware Sleek fresh dual flushing PVC Cistern or approved

equivalent make with fittings brackets overflow pipe with specials and mosquito proofEach 155.00

equivalent make with fittings, brackets. overflow pipe with specials and mosquito proofcoupling of approved design including cutting and making good walls and floors wherevercoupling of approved design including cutting and making good walls and floors whereverrequiredrequired.

265 NSI 29 Providing and fixing C P brass twin robe hooks or approved equivalent Each 163 00265 NSI-29 Providing and fixing C.P. brass twin robe hooks or approved equivalent. Each 163.00

266 NSI-30 Providing and fixing automatic high pressure electric water heaters or approved66 S 30 o d g a d g auto at c g p essu e e ect c ate eate s o app o edequivalent) with glass lining thermostats with each element and high temperature cut off,equivalent) with glass lining thermostats with each element and high temperature cut off,necessary insulation safety valve etc all complete as per IS:2082necessary insulation, safety valve, etc. all complete as per IS:2082.

a) 50 litres Each 2.00

267 NSI 31 Providing & fixing CP wall mixer (low flow fixtures with aerators) non telephonic type or Each 32 00267 NSI-31 Providing & fixing CP wall mixer (low flow fixtures with aerators) non telephonic type orapproved equivalent

Each 32.00approved equivalent

268 NSI-32 Providing and fixing C.P. single lever basin mixer (low flow fixtures with aerators) or Each 90.00g g g ( )approved equivalent. (for wash basin)pp q ( )

269 NSI 33 Providing and fixing CP brass sink mixer mixing fittings (low flow fixtures with Each 16 00269 NSI-33 Providing and fixing CP brass sink mixer, mixing fittings (low flow fixtures witht ) d i l t

Each 16.00aerators) or approved equivalent.

270 NSI-34 Providing and fixing vitreous China Sanitary fixturs and CP fitting and other accessaries Each 4.00270 NSI 34 Providing and fixing vitreous China Sanitary fixturs and CP fitting and other accessariesfor Handicapped toilet Hindware Cat no. 70002 (Matrix Set-1) Each Matrix Set shall

Each 4.00for Handicapped toilet Hindware Cat no. 70002 (Matrix Set 1). Each Matrix Set shallcomprised (Wash Basin 65 x 35 with one pair mounting brackets EWC & Cisterncomprised (Wash Basin 65 x 35 with one pair mounting brackets, EWC & Cisterncomplete with fittings & seat cover one no hinged rail 76 cm and five nos of grab rails 60complete with fittings & seat cover, one no hinged rail 76 cm and five nos of grab rails 60cm) complete all respectcm). complete all respect.

271 NSI-35 Providing and fixing C.P. brass Pillar cock Auto closhing system (low flow fixtureswith aerators) or approved equivalent) including cutting and making good the walls) pp q ) g g g gwherever required.q

(a) 15mm dia Each 66 00(a) 15mm dia Each 66.00


DSR and NDSR Items


p


272 NSI 36 P idi d fi i C P W t ti i 450 l b id d h ith t E h 184 00272 NSI-36 Providing and fixing C.P. Waste connection pipe 450mm long braided hose with two15 t & bb h ith t i l d i l t i l di tti d

Each 184.0015mm nuts & rubber washers without nipple or approved equivalent including cutting andmaking good the walls wherever required.

273 NSI 37 Providing and fixing C P brass Waste Coupling 32mm size half thread with 80mm height Each 156 00273 NSI-37 Providing and fixing C.P. brass Waste Coupling 32mm size half thread with 80mm heightd i l t i l di tti d ki d th ll h i d

Each 156.00or approved equivalent including cutting and making good the walls wherever required.

Total of Non Schedule Item Sanitary Fixtures (II) :Total of Non Schedule Item Sanitary Fixtures (II) :

RAIN WATER PIPES AND FITTINGSRAIN WATER PIPES AND FITTINGS

II Non Sched le ItemII - Non Schedule Item274 NSI 38 P idi d fi i SWR PVC i (T B) fi i t IS 13592 1992 i l di274 NSI-38 Providing and fixing SWR uPVC pipes (Type-B) confirming to IS 13592 : 1992 including

ll fitti l i d b d j ti l ff t i t j i tiall fittings e.g. plain or door bends, junctions, cowls, offsets, access pieces etc. jointingwith rubber rings and solvent cement including cutting holes in walls, floors excavation,refilling and disposal of surplus earth wherever required and making good .

a) 160 mm dia Metre 870.00a) 160 mm dia Metre 870.00

275 NSI-39 PVC moulded fittings/ accessoriesg

a) Couplera) Coupler

160mm Each 48.00

b) B d 87 5b) Bend 87.5o

160mm bend Each 48.00

c) PVC pipe clips

160mm shoe Each 290.00


DSR and NDSR Items


p


276 NSI 40 P idi d fi i t i G ti f R i W t Pi276 NSI-40 Providing and fixing cast iron Gratings for Rain Water Pipes.

a) 225x225mm Each 44.00)

Total of Non Schedule Item Rain Water Pipes & Fittings (II) :

MISCELLANEOUS WORKS

II - Non Schedule ItemII Non Schedule Item277 NSI-41 Providing and fixing medium duty circular manhole cover with frame size 500 mm dia Each 18 00277 NSI-41 Providing and fixing medium duty circular manhole cover with frame size 500 mm dia,

total weight 128 kg (64kg frame & 64 kg frame) complete in all respects (For overheadEach 18.00

total weight 128 kg (64kg frame & 64 kg frame) complete in all respects. (For overheadtankstanks

278 NSI-42 Providing and fixing 600mm long puddle flanges fabricated out of 6mm thick M S plates278 NSI 42 Providing and fixing 600mm long puddle flanges fabricated out of 6mm thick M.S. platesalong with flanges of suitable size properly fixed in walls and top slabs of underground andalong with flanges of suitable size properly fixed in walls and top slabs of underground andoverhead tanksoverhead tanks.

a) 32mm dia Each 8.00

b) 50mm dia Each 24.00

) 65 di E h 4 00c) 65mm dia Each 4.00

d) 80mm dia Each 16 00d) 80mm dia Each 16.00

e) 100mm dia Each 32 00e) 100mm dia Each 32.00

f) 150mm dia Each 2.00)


DSR and NDSR Items


p


279 NSI 43 P idi & fi i MS t i l t ith 2 N b d l t ith it279 NSI-43 Providing & fixing MS vent pipe complete with 2 Nos. bends complete with mosquitof i h & i ti ith l i t ll l tproof wire mesh & painting with enamel paint all complete.

a) 100 mm dia Each 18.00a) 100 mm dia Each 18.00

Total of Non Schedule Item Miscellaneous Works (II) : ( )

SECTION -B - FIRE FIGHTING WORKS

FIRE FIGHTING PUMPSFIRE FIGHTING PUMPS

II - Non Schedule Item280 NSI-44 Supplying, installing, testing & commissioning of electric driven automatic fire boosterpp y g g g g

pump set consisting of the following :p p g g

Horizontally mounted centrifugal end suction type fire booster pump complete for deliveryHorizontally mounted centrifugal end suction type fire booster pump complete for deliveryof 450 ltrs/minute against a total head of 30 metres approx complete with arrangement forof 450 ltrs/minute against a total head of 30 metres approx complete with arrangement fort ti f th ki f th i t i d R t h ll l i l d M h i ltesting of the working of the pumping set as required. Rate shall also include MechanicalS lSeal.

Squirrel cage induction motor suitable for 415 V, 50 Hz, AC supply of suitable rating forthe above pum with synchronous speed of 2900 RPM T.E.F.C. type. Confirming to IPL55.

Fl ibl li d li d f t &Flexible coupling and coupling guard for motor & pump.

Common bed plate of fabricated mild steel channel or cast iron type.p yp

Suitable cement concrete pump foundation with cushy foot MS bolts washers asSuitable cement concrete pump foundation with cushy foot, MS bolts, washers asrequiriedrequiried.

Electrical control panel and cables for pumps (One central electrical control panel will be SET 1 00Electrical control panel and cables for pumps. (One central electrical control panel will beprovided to ceter for opration of two pumps each of capacity 450lpm 30m head)

SET 1.00provided to ceter for opration of two pumps, each of capacity 450lpm 30m head)

281 NSI-45 Providing and fixing air vessel for fire pumps as per following specifications:g g p p p g p

Diameter - 450mmShell thickness - 8mmDish ends - 10mmDish ends 10mmHeight 1500mmHeight - 1500mm


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Fi i hi T t f R d l i t f fi t d t fFinishing - Two coats of Red enamel paint of first grade over one coat ofi t ll & t t f ti i idprimer externally & two coats of epoxy coating inside

Material of Construction - M.S.Material of Construction M.S.Test Pressure - 15 Kg /sq cm Each 1 00Test Pressure - 15 Kg./sq.cm. Each 1.00

282 NSI-46 Providing, installation, testing, & commissioning of pressure switches for fire booster Each 2.00282 NSI 46 Providing, installation, testing, & commissioning of pressure switches for fire boosterpump including necessary wiring upto control panel & other materials

Each 2.00pump including necessary wiring upto control panel & other materials.

283 NSI-47 Providing and fixing dial type pressure gauge with isolation cock and copper pipe on Each 2.0083 S o d g a d g d a ype p essu e gauge so a o coc a d coppe p pe omain header Dial diameter 100 mm celebration 0-15 / sq. cm.

ac 00main header Dial diameter 100 mm celebration 0 15 / sq. cm.

Total of Non Schedule Item Fire Fighting Pumps (II) :

FIRE HYDRANT SYSTEM

II Non Schedule ItemII - Non Schedule Item284 NSI 48 Pro iding and fi ing MS (Hea Class) Pipes confirming to IS 1239 Pipes painted ith284 NSI-48 Providing and fixing MS (Heavy Class) Pipes confirming to IS : 1239 Pipes painted with

t f i & t t f t ffi d l i t d d i ili llone coat of primer & two coats of post office red enamel paint suspended in ceiling, walls,columns for all heights with hangers/supports and fasteners all as per drawing includingchasing of walls / coloumns / ceiling etc. and making good the same complete required.

(a) 100 mm dia Metre 340 00(a) 100 mm dia Metre 340.00

285 NSI-49 Providing and laying MS (Heavy Class) Pipes confirming to IS : 1239 Pipes completeg y g ( y ) p g p pwith painting, wrapping and coating of the pipes as per IS:10211 in all kinds of soil at ap g, pp g g p p pdepth 1.5 m including excavation and refilling the trench all complete.depth 1.5 m including excavation and refilling the trench all complete.

(a) 100 mm dia Metre 30 00(a) 100 mm dia Metre 30.00

286 NSI-50 Providing and fixing gunmetal single headed hydrant valves with flanged inlet 63 mm Each 66.00286 NSI 50 Providing and fixing gunmetal single headed hydrant valves with flanged inlet 63 mmfemale instantaneous outlet of gun metal complete with blank cap and chain IS:5290

Each 66.00female instantaneous outlet of gun metal complete with blank cap and chain IS:5290markedmarked.


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287 NSI 51 P idi 63 di 15 l f i t t i f d bb li d h i E h 110 00287 NSI-51 Providing 63 mm dia 15 m long fungus resistant reinforced rubber lined hose pipek d t IS 636 T A ith G M t l l & f l li i d ith th

Each 110.00marked to IS:636 Type A with Gun Metal male & female coupling wire wound with thepipe.

288 NSI 52 Providing and fixing standard short size gunmetal branch pipe with gunmetal nozzle 16 Each 55 00288 NSI-52 Providing and fixing standard short size gunmetal branch pipe with gunmetal nozzle 16di tl t ith t d d i t t t 63 di li (ISI k d)

Each 55.00mm dia outlet with standard instantaneoustype 63 mm dia coupling. (ISI marked).

289 NSI-53 Providing and fixing first aid hose reel full swinging type including cabinet with 30 m Each 55.00289 NSI 53 Providing and fixing first aid hose reel full swinging type including cabinet with 30 mlength x 20 mm dia rubber lined pipe with ABS plastic shut off nozzle of 6 mm dia The

Each 55.00length x 20 mm dia rubber lined pipe with ABS plastic shut off nozzle of 6 mm dia. Thehose reel shall conform to IS requirements Rate shall include 25 mm dia pipe connectionhose reel shall conform to IS requirements. Rate shall include 25 mm dia pipe connectionfrom riser to hose reel including flexible pipe sockets nipples elbows and 25 mm ballfrom riser to hose reel including flexible pipe, sockets, nipples, elbows and 25 mm ballvalvevalve.

290 NSI 54 P idi d ki d i i i f th i ith 40 di i E h 11 00290 NSI-54 Providing and making drainage provision for the risers with necessary 40 mm dia pipe, Each 11.00ball valve etc as required. Maximum length of pipe shall be 6 M. (For fire down comer)

291 NSI 55 P idi d fi i T W Fi B i d I l t t H d t t id th B ildi (B tt fl291 NSI-55 Providing and fixing Two Way Fire Brigade Inlet to Hydrant outside the Building (Butterflyl d t l t b id tl ) l t i ll tvalve and non return valve to be paid seperatly) complete in all respects :

(a) 100 mm dia Each 2.00(a) 100 mm dia Each 2.00

292 NSI-56 Providing and fixing air release valve with 250 dia air vessels at the top of Risers. Each 11.00g g p

293 NSI-57 Providing and fixing Internal Fire Hose Cabinet Shutters consisting frame and shutter Sqm 110.00g g gframe, complete with 5.5 mm thick Clear glass, handles, key box, painting complete as, p g , , y , p g prequired. Shutter shall open 180 degrees.required. Shutter shall open 180 degrees.

294 NSI-58 Providing and fixing cast iron Wafer type Butterfly valve of the following size completewith bolts, nuts, washers and neoprene gaskets as per specifications.p g p p

a) 100 mm dia Each 4.00


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295 NSI 59 P idi d fi i t i d bl fl t t l ith i i t295 NSI-59 Providing and fixing cast iron, double flange type non-return valve with swinging typet l t l t ith b lt t h d bb k t f i tgunmetal gate complete with bolts, nuts, washers and rubber gaskets conforming to

IS:5312 (ISI marked).

a) 100 mm dia Each 3 00a) 100 mm dia Each 3.00

Total of Non Schedule Item Fire Hydrant System (II) :Total of Non Schedule Item Fire Hydrant System (II) :

HAND APPLIANCESHAND APPLIANCES

II - Non Schedule Item

296 NSI-60 Providing and fixing ABC type fire extinguishers consisting of welded MS cylindrical296 NSI 60 Providing and fixing ABC type fire extinguishers consisting of welded MS cylindricalbody squeeze lever discharge valve fitted with pressure indicating gauge internalbody, squeeze lever discharge valve fitted with pressure indicating gauge internaldischarge tube 30 cms long high pressure discharge hose discharge nozzle suspensiondischarge tube, 30 cms long high pressure discharge hose, discharge nozzle, suspensionbracket conforming to ISI finished externally with red enamel paint and fixed to wall withbracket, conforming to ISI finished externally with red enamel paint and fixed to wall withbrackets complete with internal chargebrackets complete with internal charge.

) C it 6 0k I S I M k d (IS 15683) E h 110 00a) Capacity 6.0kg. I.S.I. Marked (IS:15683). Each 110.00

297 NSI 61 P idi d fi i C b di id fi ti i h i ti f ld d M S297 NSI-61 Providing and fixing Carbon-di-oxide fire extinguishers consisting of welded M.Sli d i l b d l di h l fitt d ith i t l di h t b 30cylinderical body,squeeze lever discharge valve fitted with internal dischargetube, 30cms

l hi h di h h di h l i b k t fi i tlong high pressure discharge hose, discharge nozzle, suspension bracket, confirming toIS and 1 Mtr. Long Braided Hose Horn ISI Mark IS finished externally with red enamelpaint and fixed to wall with brackets with rawl plug/dash fasteners complete with internalcharge.

a) Capacity 4 5 kg I S I Marked (IS:15683) Each 2 00a) Capacity 4.5 kg. I.S.I. Marked (IS:15683). Each 2.00

Total of Non Schedule Item Hand Appliances (II) :Total of Non Schedule Item Hand Appliances (II) :


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F ELECTRICAL WORK (BASED ON MARKET RATE)F ELECTRICAL WORK (BASED ON MARKET RATE)( )DISTRIBUTION BOARDSDISTRIBUTION BOARDS:

II Non Schedule ItemII. Non Schedule Item

298 NSI-62 MAIN LT PANEL

Supplying, fixing, connecting, testing and commissioning of sheet steel cubicle typepanels floor / wall mounted type fabricated from 16 gauge CRCA sheet, dust and verminproof, indoor type TPN Main board with hinged lockable doors fabricated from 14 gaugep , yp g g gCRCA sheet, suitable for 415V, 3 phase 4 wire 50Hz AC supply with separate cable alley, , p pp y p yand lockable bus-bar chamber and including supplying and fixing following switchgearsand lockable bus bar chamber and including supplying and fixing following switchgearsand accessories inter-connections bonding to earth power coted painting and markingand accessories, inter-connections, bonding to earth, power coted painting and markingas specified Switch board complete as per schematic diagram:as specified. Switch board complete as per schematic diagram:

Type of construction: Form 3 IP classification: 42Type of construction: Form 3, IP classification: 42

The internal control wiring shall be fuse less All control wiring and metering protectionThe internal control wiring shall be fuse less. All control wiring and metering protectionshall be by MCB'sshall be by MCB s. Color: Siemens color code 7032 Powder Coated as per approved sampleColor: Siemens color code 7032 Powder Coated, as per approved sample.

IncomerIncomer

1 630A TPN MCCB 50kA I 100% I ith i b ilt Mi l ith t1no 630A TPN MCCB 50kA, Ics=100% Icu with inbuilt Microprocessor release with rotaryhandle and ON/OFF Indicator.

1Set of Multi function meter with LCD display for voltage, current, freq., KWH, KVA, P.F,1Set of Multi function meter with LCD display for voltage, current, freq., KWH, KVA, P.F,Harmonic with built-in RS 485 communication port which can be used for SCADA / BMSHarmonic. with built in RS 485 communication port which can be used for SCADA / BMS,the releases should also have display of power perameter ( the metering should havethe releases should also have display of power perameter. ( the metering should haveattleast 1% accuracy i e class 1 Combined Accuracy (CT + Meter)attleast 1% accuracy i.e.class 1 Combined Accuracy (CT + Meter)

1 sets 630/ 5A CTs for metering1 sets 630/ 5A CTs for metering.

1 sets of phase indicating lamps with 2A SP MCB1 sets of phase indicating lamps with 2A SP MCB

Busbar: 800A TPN Aluminium. with Heat Shrink Sleeve.

Outgoing:Outgoing:

1no 200A TPN MCCB 35kA, Ics=100% Icu with inbuilt Microprocessor release with rotary1no 200A TPN MCCB 35kA, Ics 100% Icu with inbuilt Microprocessor release with rotaryhandle and ON/OFF Indicator For Capacitor Panelhandle and ON/OFF Indicator For Capacitor Panel.

4 160A TPN MCCB 35kA I 100% I ith i b ilt Mi l ith4nos 160A TPN MCCB 35kA, Ics=100% Icu with inbuilt Microprocessor release withO Orotary handle and ON/OFF Indicator.

6nos 100A TPN MCCB 25kA, Ics=100% Icu with inbuilt Microprocessor release with, % protary handle and ON/OFF Indicator.rotary handle and ON/OFF Indicator.

4 63A TPN MCCB 25kA I 100% I ith 50 63A th ti l tti4nos 63A TPN MCCB 25kA, Ics=100% Icu with 50-63A thermo-magnetic relay settingith t h dl d ON/OFF I di twith rotary handle and ON/OFF Indicator


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40A DP MCB 10kA 6 S t 1 0040A DP MCB 10kA - 6nos Sets 1.00

299 NSI 63 CAPACITOR PANEL299 NSI-63 CAPACITOR PANEL

S l i fi i t ti & i i i th f ll i h t t l bi l t lSupplying, fixing. testing & commissioning the following sheet steel cubicle type panelsf b i t d f 14/16 CRCA h t d t d i f i d t TPN M ifabricated from 14/16 gauge CRCA sheet, dust and vermin proof, indoor type TPN Mainboard with hinged lockable doors, suitable for 415V, 3 phase 4 wire 50Hz AC supply withseparate cable alley and lockable bus-bar chamber and including supplying and fixingfollowing switchgears and accessories, inter-connections, bonding to earth, power cotedpainting and marking as specified.p g g p

Type of construction: Form 3 IP classification: 42 The internal control wiring shall be fuseType of construction: Form 3, IP classification: 42, The internal control wiring shall be fusel All t l i i d t i t ti h ll b b MCB'less. All control wiring and metering protection shall be by MCB's.

Color: Siemens color code 7032 Powder Coated, as per approved sample., p pp p

Incoming:Incoming:

1no 200A TPN MCCB 35kA, Ics=100% Icu with inbuilt Microprocessor release with rotary, p yhandle.handle.

1No Multifunction meter with LCD display for voltage, current, freq., KWH, KVA, P.F. withbuilt-in RS 485 communication port which can be used for SCADA / BMS, the releasesp ,should also have display of power perameter. ( the metering should have attleast 1%s ou d a so a e d sp ay o po e pe a ete ( t e ete g s ou d a e att east %accuracy i.e.class 1 Combined Accuracy (CT + Meter)accuracy i.e.class 1 Combined Accuracy (CT Meter)

1 t 200/ 5A CT f t i1 sets 200/ 5A CTs for metering.

1 set of three phase indicating lamps with 2A MCBp g p

1No 6 stage APFC Relay with A/M Selector switch Control contactors etc1No. 6 stage APFC Relay with A/M Selector switch, Control contactors etc.


Outgoing:Outgoing:

3 Nos. 25 KVAR MD / Gas Filled type Capacitor bank with set of 100A TP MCCB,Capacitor duty contactors, Set of On/Off Indicating light, On/Off Push button.p y g g

2 N 15 KVAR MD / G Fill d t C it b k ith t f 40A TP MCB C it S t 1 002 Nos. 15 KVAR MD / Gas Filled type Capacitor bank with set of 40A TP MCB, Capacitord S f O /Off I di i li h O /Off P h b

Sets 1.00duty contactors, Set of On/Off Indicating light, On/Off Push button.

300 NSI 64 SUB FLOOR PANEL300 NSI-64 SUB-FLOOR PANEL

Supplying, fixing, connecting, testing and commissioning of sheet steel cubicle typepp y g, g, g, g g yppanels floor / wall mounted type fabricated from 16 gauge CRCA sheet, dust and verminp yp g g ,proof, indoor type TPN Main board with hinged lockable doors fabricated from 14 gaugeproof, indoor type TPN Main board with hinged lockable doors fabricated from 14 gaugeCRCA sheet suitable for 415V 3 phase 4 wire 50Hz AC supply with separate cable alleyCRCA sheet, suitable for 415V, 3 phase 4 wire 50Hz AC supply with separate cable alleyand lockable bus-bar chamber and including supplying and fixing following switchgearsand lockable bus-bar chamber and including supplying and fixing following switchgearsand accessories inter connections bonding to earth power coted painting and markingand accessories, inter-connections, bonding to earth, power coted painting and markingas specified Switch board complete as per schematic diagram:as specified. Switch board complete as per schematic diagram:


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T f t ti F 3 IP l ifi ti 42Type of construction: Form 3, IP classification: 42

The internal control wiring shall be fuse less. All control wiring and metering protectionThe internal control wiring shall be fuse less. All control wiring and metering protectionshall be by MCB'sshall be by MCB s.

Color: Siemens color code 7032 Powder Coated, as per approved sample.Color: Siemens color code 7032 Powder Coated, as per approved sample.

Incomer

1 160A TPN MCCB 35kA I 100% I ith i b ilt Mi l ith1nos 160A TPN MCCB 35kA, Ics=100% Icu with inbuilt Microprocessor release witht h dl h dlrotary handle handle.

1Set of Multi function meter with LCD display for voltage, current, freq., KWH, KVA, P.F,p y g , , q , , , ,Harmonic. with built-in RS 485 communication port which can be used for SCADA / BMS,Harmonic. with built in RS 485 communication port which can be used for SCADA / BMS,the releases should also have display of power perameter ( the metering should havethe releases should also have display of power perameter. ( the metering should haveattleast 1% accuracy i e class 1 Combined Accuracy (CT + Meter)attleast 1% accuracy i.e.class 1 Combined Accuracy (CT + Meter)


1 sets of phase indicating lamps with 2A SP MCBp g p

B b 200A TPN Al i i ith H t Sh i k SlBusbar: 200A TPN Aluminium. with Heat Shrink Sleeve.

Outgoing:Outgoing:

6nos 63A TPN MCCB 25kA, Ics=100% Icu with 50-63A thermo-magnetic relay settingwith rotary and ON/OFF Indicator

6nos 63A TPN MCB 10kA - Sets 7.00

301 NSI 65 HOSTEL ROOM METER BOARD ( T A )301 NSI-65 HOSTEL ROOM METER BOARD ( Type-A )

Supplying fixing connecting testing and commissioning of sheet steel cubicle typeSupplying, fixing, connecting, testing and commissioning of sheet steel cubicle typepanels floor / wall mounted type fabricated from 16 gauge CRCA sheet dust and verminpanels floor / wall mounted type fabricated from 16 gauge CRCA sheet, dust and vermin

f i d t TPN M i b d ith hi d l k bl d i i l d fproof, indoor type TPN Main board with hinged lockable doors viewing glass doors fori l h 50H l l t i KWH M t ith li t i dsingle phase 50Hz supply electronic KWH Meter with sealing arrangement as required

f b i d f 14 CRCA h i bl f 415V 3 h 4 i 50H AC lfabricated from 14 gauge CRCA sheet, suitable for 415V, 3 phase 4 wire 50Hz AC supplywith separate cable alley and lockable bus-bar chamber and including supplying and fixingfollowing switchgears and accessories, inter-connections, bonding to earth, power cotedg g g ppainting and marking as specified. Switch board complete as per schematic diagram:p g g p p p g


The internal control wiring shall be fuse less. All control wiring and metering protectione e a co o g s a be use ess co o g a d e e g p o ec oshall be by MCB's.shall be by MCB s.

Color: Siemens color code 7032 Powder Coated, as per approved sample.

IncomerIncomer


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1 63A TPN MCCB 25kA I 100% I ith 50 63A th ti l tti ith1nos 63A TPN MCCB 25kA, Ics=100% Icu with 50-63A thermo-magnetic relay setting witht h dlrotary handle.

1Set of Multi function meter with LCD display for voltage current freq KWH KVA P F1Set of Multi function meter with LCD display for voltage, current, freq., KWH, KVA, P.F,Harmonic with built-in RS 485 communication port which can be used for SCADA / BMSHarmonic. with built in RS 485 communication port which can be used for SCADA / BMS,the releases should also have display of power perameter ( the metering should havethe releases should also have display of power perameter. ( the metering should haveattleast 1% accuracy i e class 1 Combined Accuracy (CT + Meter)attleast 1% accuracy i.e.class 1 Combined Accuracy (CT + Meter)


1 sets of phase indicating lamps with 2A SP MCBp g p

Busbar: 200A TPN Aluminium with Heat Shrink SleeveBusbar: 200A TPN Aluminium. with Heat Shrink Sleeve.

Outgoing:

12 16A DP MCB ith i hi d l k bl d ith i i l d ith li12nos 16A DP MCBs with in hinged lockable doors with viewing glass doors with sealingarrangement

1no 32A TPN MCB 10kA Sets 8.001no 32A TPN MCB 10kA Sets 8.00

302 NSI-66 HOSTEL ROOM METER BOARD ( Type-B )( yp )

S l i fi i ti t ti d i i i f h t t l bi l tSupplying, fixing, connecting, testing and commissioning of sheet steel cubicle typepanels floor / wall mounted type fabricated from 16 gauge CRCA sheet, dust and verminproof, indoor type TPN Main board with hinged lockable doors viewing glass doors forsingle phase 50Hz supply electronic KWH Meter with sealing arrangement as requiredg p pp y g g qfabricated from 14 gauge CRCA sheet, suitable for 415V, 3 phase 4 wire 50Hz AC supplyg g , , p pp ywith separate cable alley and lockable bus-bar chamber and including supplying and fixingwith separate cable alley and lockable bus bar chamber and including supplying and fixingfollowing switchgears and accessories inter-connections bonding to earth power cotedfollowing switchgears and accessories, inter connections, bonding to earth, power cotedpainting and marking as specified Switch board complete as per schematic diagram:painting and marking as specified. Switch board complete as per schematic diagram:


The internal control wiring shall be fuse less. All control wiring and metering protectiong g g pshall be by MCB's. y

Color: Siemens color code 7032 Powder Coated as per approved sampleColor: Siemens color code 7032 Powder Coated, as per approved sample.

Incomer

1nos 63A TPN MCCB 25kA Ics=100% Icu with 50 63A thermo magnetic relay setting with1nos 63A TPN MCCB 25kA, Ics=100% Icu with 50-63A thermo-magnetic relay setting withrotary handlerotary handle.

1Set of Multi function meter with LCD display for voltage, current, freq., KWH, KVA, P.F,Harmonic. with built-in RS 485 communication port which can be used for SCADA / BMS,the releases should also have display of power perameter. ( the metering should havep y p p ( gattleast 1% accuracy i.e.class 1 Combined Accuracy (CT + Meter)y y ( )

1 sets 63/ 5A CTs for metering.

1 t f h i di ti l ith 2A SP MCB1 sets of phase indicating lamps with 2A SP MCB


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B b 200A TPN Al i i ith H t Sh i k SlBusbar: 200A TPN Aluminium. with Heat Shrink Sleeve.

Outgoing: g g

14nos 16A DP MCBs with in hinged lockable doors with viewing glass doors with sealing14nos 16A DP MCBs with in hinged lockable doors with viewing glass doors with sealingarrangementarrangement

1no 32A TPN MCB 10kA Sets 4.00

303 NSI-67 HOSTEL ROOM METER BOARD ( Type-C )

Supplying fixing connecting testing and commissioning of sheet steel cubicle typeSupplying, fixing, connecting, testing and commissioning of sheet steel cubicle typepanels floor / wall mounted type fabricated from 16 gauge CRCA sheet dust and verminpanels floor / wall mounted type fabricated from 16 gauge CRCA sheet, dust and vermin

f i d t TPN M i b d ith hi d l k bl d i i l d fproof, indoor type TPN Main board with hinged lockable doors viewing glass doors fori l h 50H l l t i KWH M t ith li t i dsingle phase 50Hz supply electronic KWH Meter with sealing arrangement as required

fabricated from 14 gauge CRCA sheet, suitable for 415V, 3 phase 4 wire 50Hz AC supplywith separate cable alley and lockable bus-bar chamber and including supplying and fixingfollowing switchgears and accessories, inter-connections, bonding to earth, power cotedpainting and marking as specified. Switch board complete as per schematic diagram:p g g p p p g


The internal control wiring shall be fuse less. All control wiring and metering protectiong g g pshall be by MCB's.shall be by MCB s.

Color: Siemens color code 7032 Powder Coated, as per approved sample.

IncomerIncomer

1 63A TPN MCCB 25kA I 100% I ith 50 63A th ti l tti ith1nos 63A TPN MCCB 25kA, Ics=100% Icu with 50-63A thermo-magnetic relay setting withrotary handle.

1Set of Multi function meter with LCD display for voltage current freq KWH KVA P F1Set of Multi function meter with LCD display for voltage, current, freq., KWH, KVA, P.F,Harmonic with built-in RS 485 communication port which can be used for SCADA / BMSHarmonic. with built-in RS 485 communication port which can be used for SCADA / BMS,the releases should also have display of power perameter ( the metering should havethe releases should also have display of power perameter. ( the metering should haveattleast 1% accuracy i e class 1 Combined Accuracy (CT + Meter)attleast 1% accuracy i.e.class 1 Combined Accuracy (CT + Meter)




Outgoing:Outgoing:

16nos 16A DP MCBs with in hinged lockable doors with viewing glass doors with sealingg g g garrangement a a ge e

1 32A TPN MCB 10kA S t 6 001no 32A TPN MCB 10kA Sets 6.00


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304 NSI 68 HOSTEL ROOM METER BOARD ( T D )304 NSI-68 HOSTEL ROOM METER BOARD ( Type-D )

Supplying fixing connecting testing and commissioning of sheet steel cubicle typeSupplying, fixing, connecting, testing and commissioning of sheet steel cubicle typepanels floor / wall mounted type fabricated from 16 gauge CRCA sheet dust and verminpanels floor / wall mounted type fabricated from 16 gauge CRCA sheet, dust and verminproof indoor type TPN Main board with hinged lockable doors viewing glass doors forproof, indoor type TPN Main board with hinged lockable doors viewing glass doors forsingle phase 50Hz supply electronic KWH Meter with sealing arrangement as requiredsingle phase 50Hz supply electronic KWH Meter with sealing arrangement as requiredfabricated from 14 gauge CRCA sheet suitable for 415V 3 phase 4 wire 50Hz AC supplyfabricated from 14 gauge CRCA sheet, suitable for 415V, 3 phase 4 wire 50Hz AC supply

ith t bl ll d l k bl b b h b d i l di l i d fi iwith separate cable alley and lockable bus-bar chamber and including supplying and fixingf ll i it h d i i t ti b di t th t dfollowing switchgears and accessories, inter-connections, bonding to earth, power cotedpainting and marking as specified. Switch board complete as per schematic diagram:

Type of construction: Form 3, IP classification: 42yp

The internal control wiring shall be fuse less All control wiring and metering protectionThe internal control wiring shall be fuse less. All control wiring and metering protectionh ll b b MCB'shall be by MCB's.

Color: Siemens color code 7032 Powder Coated, as per approved sample., p pp p

IncomerIncomer

1nos 63A TPN MCCB 25kA, Ics=100% Icu with 50-63A thermo-magnetic relay setting with1nos 63A TPN MCCB 25kA, Ics 100% Icu with 50 63A thermo magnetic relay setting withrotary handlerotary handle.

1Set of Multi function meter with LCD display for voltage, current, freq., KWH, KVA, P.F,Harmonic. with built-in RS 485 communication port which can be used for SCADA / BMS,p ,the releases should also have display of power perameter. ( the metering should havet e e eases s ou d a so a e d sp ay o po e pe a ete ( t e ete g s ou d a eattleast 1% accuracy i.e.class 1 Combined Accuracy (CT + Meter)attleast 1% accuracy i.e.class 1 Combined Accuracy (CT Meter)


1 sets of phase indicating lamps with 2A SP MCB

Busbar: 200A TPN Aluminium with Heat Shrink SleeveBusbar: 200A TPN Aluminium. with Heat Shrink Sleeve.

Outgoing: g g

19nos 16A DP MCBs with in hinged lockable doors with viewing glass doors with sealing19nos 16A DP MCBs with in hinged lockable doors with viewing glass doors with sealingarrangementarrangement

1no 32A TPN MCB 10kA Sets 6.00


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305 NSI 69 HOSTEL ROOM METER BOARD ( T E )305 NSI-69 HOSTEL ROOM METER BOARD ( Type-E )

Supplying, fixing, connecting, testing and commissioning of sheet steel cubicle typepp y g, g, g, g g yppanels floor / wall mounted type fabricated from 16 gauge CRCA sheet, dust and verminpanels floor / wall mounted type fabricated from 16 gauge CRCA sheet, dust and verminproof indoor type TPN Main board with hinged lockable doors viewing glass doors forproof, indoor type TPN Main board with hinged lockable doors viewing glass doors forsingle phase 50Hz supply electronic KWH Meter with sealing arrangement as requiredsingle phase 50Hz supply electronic KWH Meter with sealing arrangement as requiredfabricated from 14 gauge CRCA sheet suitable for 415V 3 phase 4 wire 50Hz AC supplyfabricated from 14 gauge CRCA sheet, suitable for 415V, 3 phase 4 wire 50Hz AC supplywith separate cable alley and lockable bus bar chamber and including supplying and fixingwith separate cable alley and lockable bus-bar chamber and including supplying and fixingfollo ing s itchgears and accessories inter connections bonding to earth po er cotedfollowing switchgears and accessories, inter-connections, bonding to earth, power coted

i ti d ki ifi d S it h b d l t h ti dipainting and marking as specified. Switch board complete as per schematic diagram:

Type of construction: Form 3, IP classification: 42Type of construction: Form 3, IP classification: 42

Th i l l i i h ll b f l All l i i d i iThe internal control wiring shall be fuse less. All control wiring and metering protectionshall be by MCB's. Color: Siemens color code 7032 Powder Coated, as per approved sample., p pp p

IncomerIncomer

1nos 63A TPN MCCB 25kA, Ics=100% Icu with 50-63A thermo-magnetic relay setting withrotary handle.y

1Set of Multi function meter with LCD display for voltage current freq KWH KVA P F1Set of Multi function meter with LCD display for voltage, current, freq., KWH, KVA, P.F,Harmonic with built-in RS 485 communication port which can be used for SCADA / BMSHarmonic. with built-in RS 485 communication port which can be used for SCADA / BMS,the releases should also have display of power perameter ( the metering should havethe releases should also have display of power perameter. ( the metering should haveattleast 1% accuracy i e class 1 Combined Accuracy (CT + Meter)attleast 1% accuracy i.e.class 1 Combined Accuracy (CT + Meter)




Outgoing:Outgoing:

24 16A DP MCB i h i hi d l k bl d i h i i l d i h li24nos 16A DP MCBs with in hinged lockable doors with viewing glass doors with sealingarrangement

1no 32A TPN MCB 10kA Sets 2.001no 32A TPN MCB 10kA Sets 2.00

306 NSI-70 Feeder Pillar

Design manufacture supplying fixing in position testing and commissioning of theDesign, manufacture, supplying fixing in position, testing and commissioning of thefollowing front operated FEEDER PILLAR out door cubicle type front access 2mm thickfollowing front operated FEEDER PILLAR out door cubicle type, front access 2mm thicksteel enclosed free standing dust and vermin proof switchboard with IP 54 protectionsteel enclosed free standing, dust and vermin proof, switchboard with IP 54 protectionwith hinged and lockable double doors complete with interconnections aluminiumwith hinged and lockable double doors complete with interconnections, aluminium

i i l b l d b di t th d i ti it bl f t 415 lt 3crimping lugs, brass glands, bonding to earth and painting, suitable for use at 415 volts, 3phase 4 wire 50 Hz system with entire unit mounted on 75mm x 75mm x 6mm angle ironsuitably grounded with cement.

Incomer:-Incomer:


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1 63A FP MCB 10kA 1 85A TP 2NO + 2NC t t ith FM1 / Q t D il 2401nos 63A FP MCB 10kA, 1no 85A TP 2NO + 2NC contactor with FM1 / Quartz Daily 240VAC B /DIN M ti TiVAC Base/DIN Mounting Timer

Busbar: 200A TPN Aluminium. with Heat Shrink Sleeve.Busbar: 200A TPN Aluminium. with Heat Shrink Sleeve.

Outgoing:Outgoing:

9nos 10/32A DP MCB Sets 1.00

T t l f N S h d l It Di t ib ti B d W k (II)Total of Non Schedule Item Distribution Boards Work (II) :

EARTHINGEARTHING:

II. Non Schedule ItemII. Non Schedule Item

307 NSI-71 Supply and fixing of Alltec UL Listed make long life Maintenance Free “C” Bar Earthing Sets 14.00System with constant performance service warranty “C” Bar & Tape Connector shouldbe17.6 mm Copper Cladded Rod - UL Listed, 250 Micron, 8 / 10 Ft Long with Exopp gThermic Weld T Weld Connector. The system with Rod to tape jointer rated for high faulty p j gcurrents up to 10kA, which does not require manual addition of water. The systemp , q yinstalled with ALLTEC - TerraFill TF 50 & TF- 50 XT BackFill should RoHS & Lowinstalled with ALLTEC TerraFill TF 50 & TF 50 XT BackFill should RoHS & Lowresistivity Certified The BackFill having not more than 0 20 Ohm/cm resistance ecoresistivity Certified. The BackFill having not more than 0.20 Ohm/cm resistance, ecofriendly non degradable and non soluble The earthing pit shall be designed and suppliedfriendly, non degradable and non soluble. The earthing pit shall be designed and suppliedwith Poly plastic Pit Cover non conductive environment friendlywith Poly-plastic Pit Cover non conductive, environment friendly.

308 NSI-72 Providing and fixing in slab 150mm Dia 16 gauge hexogonal M.S. fan Box with 12mm dia Nos 680.00g g g g g350mm long steel rod for suspension of ceiling fan incliding painting etc as required.g p g g p g q

Total of Non Schedule Item Earthing Work (II) :

CAB ESCABLES :


309 NSI-73 Supplying and laying heavy duty 1100V grade PVC insulated PVC sheathed, XLPE309 NSI 73 Supplying and laying heavy duty 1100V grade PVC insulated PVC sheathed, XLPEarmoured cable with Aluminium conductor including providing & fixing of necessary cablearmoured cable with Aluminium conductor including providing & fixing of necessary cableclamp on wall/ ceiling / RCC walls/ built trenches/ risers/ cable racks etc of followingclamp on wall/ ceiling / RCC walls/ built trenches/ risers/ cable racks, etc. of followingsizes of cables:sizes of cables:

a) 3.5c x 240sq.mm Aluminium cable mtrs 50.00) q


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b) 3 5 120 Al i i bl t 425 00b) 3.5c x 120sq.mm Aluminium cable mtrs 425.00

c) 3 5c x 70sq mm Aluminium cable mtrs 250 00c) 3.5c x 70sq.mm Aluminium cable mtrs 250.00

d) 4c x 25sq mm Aluminium cable mtrs 320 00d) 4c x 25sq.mm Aluminium cable mtrs 320.00

310 NSI-74 Supplying and laying heavy duty 1100V grade PVC insulated PVC sheathed, XLPEpp y g y g y y g ,armoured cable with Aluminium conductor including depth of 750 mm excavation ofarmoured cable with Aluminium conductor including depth of 750 mm excavation ofearth and stones breaking of stones providing sand cushioning brick protectionearth and stones, breaking of stones, providing sand cushioning, brick protectionbackfilling of earth providing cable route marker when laid in outdoor trenches etcbackfilling of earth providing cable route marker when laid in outdoor trenches etc.

a) 3 5c x 240sq mm Aluminium cable mtrs 900 00a) 3.5c x 240sq.mm Aluminium cable mtrs 900.00

311 NSI-75 Supplying and laying 300 mm dia RCC hume pipe including 750mm deep digging refilling, mtrs 150.00311 NSI 75 Supplying and laying 300 mm dia RCC hume pipe including 750mm deep digging refilling,jointing and making the same etc as required

mtrs 150.00jointing and making the same etc as required.

Total of Non Schedule Item Cables & Sub-mains Wiring Work (II) : g ( )

FAN & FITTINGS:


312 NSI-76 Supplying, installation, testing & commisoning on ceiling / wall of following lighting fixtures3 S 6 Supp y g, sta at o , test g & co so g o ce g / a o o o g g t g tu escomplete with bulbs/ tubes, Copper ballasts and starters including suitable suspensioncomplete with bulbs/ tubes, Copper ballasts and starters including suitable suspension/mounting /fixing arrangement (with materials) complete in all respect as required:/mounting /fixing arrangement (with materials) complete in all respect as required:

a) LED 300 X 300mm surface mounted fitting Philips cat. No. SM 518C cirrusmini or Nos 35.00Equivalent as per approved makes list.

b) LED S f M t d C ili Li ht Phili t N DN 170C G LED E i l t N 922 00b) LED Surface Mounted Ceiling Light Philips cat. No. DN 170C Green LED or Equivalent asd k li t

Nos 922.00per approved makes list.

c) LED Surface Mounted fitting Tube Light Philips cat No BN550 W LED 20W or Equivalent Nos 1780 00c) LED Surface Mounted fitting Tube Light Philips cat. No. BN550 W LED 20W or Equivalentas per approved makes list

Nos 1780.00as per approved makes list.


DSR and NDSR Items


p


d) D C t 05PXN 12 W tt CFL E l t d k li t ith L N 119 00d) Decon Cat no. 05PXN 12 Watt CFL or Equalant as per approved makes list with Lampt

Nos 119.00etc..

e) Decon Cat no 01NS 13 Watt CFL or Equalant as per approved makes list with Lamp etc Nos 59 00e) Decon Cat no. 01NS 13 Watt CFL or Equalant as per approved makes list with Lamp etc.. Nos 59.00

f) Philips Cat no FXC 101/9W CFL or Equalant as per approved makes list with Lamp etc Nos 60 00f) Philips Cat no. FXC 101/9W CFL or Equalant as per approved makes list with Lamp etc. Nos 60.00

313 NSI-77 Ceiling fan 1400mm dia sweep Oriont Model No. New Breeze with out regulator or Nos 679.00g p gEquivalent as per approved makes list.Equivalent as per approved makes list.

314 NSI-78 Supplying and fixing 300mm dia heavy duty exhaust fan with louver or Equalant as per Nos 118.00approved makes list..pp

315 NSI 79 LED POLE LIGHT315 NSI-79 LED POLE LIGHT:

Supply and Erection of 3 Mtr long 75mm outer dia 'B' class GI pipe incliding Top angle Nos 85 00Supply and Erection of 3 Mtr. long 75mm outer dia 'B' class GI pipe incliding Top angleit bl f fi i f fitti ith 300 300 3 thi k b l t hi i t ith Phili

Nos 85.00suitable for fixing of fitting with 300x300x3mm thick base plate, maching paint with PhilipsG Li S t 25W tt LED ki f d ti ith 1 3 6 C t t ith 40GreenLine Smart 25Watt LED, making foundation with 1:3:6 Cement concrete with 40mmG.I. pipe along with pipe post protecting cable and facilitating cable entry to pole mountedcable and box with suitable M.S. clamps of approx. 500m vertical height with long bend onone end & other end threaded with check nuts for fixing with cable connecting MS boxg gwith 10A SP MCB, TP+N copper busbar strip for IN-OUT cable looping including wiring, pp p p g g gwith 2x4+1.5 sq.mm.PVC insulated FRLS multistranded copper wire from cable5 sq C su a ed S u s a ded coppe e o cab econnecting box to fitting complete as required.connecting box to fitting complete as required.

Total of Non Schedule Item Fans & Fitting Work (II) : g ( )

COMMUNICATION SYSTEM:

II N S h d l ItII. Non Schedule Item

316 NSI-80 Supplying and fixing of 10 Pair Krone telephone tag block in 16G M S box with hinged Nos 5 00316 NSI 80 Supplying and fixing of 10 Pair Krone telephone tag block, in 16G M.S. box with hingedmetal cover duly painted including termination of paired wires as required

Nos 5.00metal cover duly painted including termination of paired wires as required.

TOTAL OF Total of Non Schedule Item Communication System Work (II) : O O ota o o Sc edu e te Co u cat o Syste o ( )

Date post:	04-Sep-2018
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BID SHIPRA HOSTEL-II 21.11.14 - Rites FINANCIA… · Civil, Plumbing, Fire Fighting and Electrical...

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