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S no Item Qty Unit Rate Amount

Demolishing cement concrete manually/ by mechanical

means including disposal of material within 50 metres

lead as per directionNominal concrete 1:3:6 or richer mix (i/c equivalent

design mix). 10 Cum 729 7290

1:4:8 or leaner mix 10 Cum 447 4470

Dismantling of flexible pavements and disposal of

dismantled

materials up to a lead of 50 metres, stacking

serviceable and

unserviceable materials separately as directed by

Engineer.

Bituminous courses 15 Cum 1020 15300

Granular courses 15 Cum 682 10230

Providing and laying in position cement concrete of

specified grade excluding the cost of centring and

shuttering - All work upto plinth level :

1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone

aggregate 20 mm nominal size). 10 Cum 4650 46500

1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone

aggregate 40 mm nominal size). 25 Cum 3160 79000

4 Random rubble masonry with hard stone in foundation

and plinth : Cement mortar 1:6 (1 cement : 6 coarse

sand) 70 Cum 2780 194600

5 Cement plastering including T&P, scaffolding, material

and complete labpour, including cost of water, curing,

racking of joints etc. with 20 mm cement plaster of mix

: 1:6 (1 cement : 6 fine/ coarse sand)

145 Sqm 171 24795

7 Supplying and fixing Soorsagar Bhura or Equivalent

ashlar sills, lintels and dassa, bearing, bed & top

surface made perfenctly even, jambs, skirting steps etc.

rough dressed: upto 15 cm thick 5 Cum 4475 22375

Providing granular bedding having width = outer dia of

pipe (Bc) + 500mm, thickness below pipe = 0.25Bc or

100mm (whichever is higher) and haunching = 0.5Bc,

with graded hard crusher broken stone of 100%

passing through 20mm sheive, 20 to 50 % passing

through 10mm sheive and 100 % retain on 6.3mm

sheive, laying in layers of thickness 10/15cm including

ramming, consolidation etc complete for RCC pipes of

following sizes as per drawing and or as directed by

Engineer.

200mm internal diameter rcc pipe 140.00 Mtr 127 17780

Name of Work- Various repairing work in ward no- 42

MUNICIPAL CORPORATION, JODHPUR

1

2

3

8

Providing at site, lowering & laying in trenches, aligning

& joiting of RCC pipes NP4 class (with s/s ends) as per

IS: 458 2003 (amended up to date) at all depths with

Rubber gaskets (EPDM/SBR) for sewer lines as per IS:

5382 (including cost of Rubber gaskets, lubricants) as

per drawing, sectional testing of the sewer line

(including cost and converyance of water to site) etc.

complete as per specification and/ or as directed by

Engineer.

200mm internal diameter rcc pipe 150.00 Mtr 518.00 77700

Providing at site, lowering & laying in trenches, aligning

& jointing of PVC-U pipes (SN 8) as per IS 15328

(amended up to date) and as per specifications with

rubber rings with socket and spigot joint , (EPDM/SBR)

for all depths for pipe length as per drawing and

specification including hydraulic field testing and

commissioning etc complete as directed by Engineer.

Note : E/w to be measured and paid separately.

110mm dia 15 Mtr 262.00 3930.00

11 Supplying & fixing 560mm dia SFRC manhole frame &

cover in existing manholes including grouting the frame

in PCC M-15 complete in all respect as directed by the

Engineer. HD-20 150.00 nos 2510.00 376500.00

12 Earth work for Sewer line and Manhole in excavation in

foundation, trenches manholes, road side chambers

etc. including dressing of sides and ramming of

bottoms, including getting out the excavated material,

refilling after laying pipe/ foundation and disposal of

surplus excavated material at a lead upto 50m suitable

site as per direction of Engineer for following depths,

below natural ground / Road top level.In all types soils/

saturated soil such as moorum, sand, sandy silt, clay,

black cotton soil, kankar, etc.Depth upto 1.5 m

150.00 Cum 203 30450.00

Carriage ofMaterials by mechanical transport including

loading, unloading and stacking ::

Earth with lead of 5 km 90.00 Cum 88.98 8009

13

9

10

Providing and fixing of precast concrete interlocking tiles of

desired

shape of M 30 grade manufactured from fully computerized

automatic stationery hydraulic viebro pressed machine and

fully

computerized automatic batching plant of class A1/A2 as per

BS

6717:2001. The CC interlocking paving blocks be laid on

average

50mm. thick bed of coarse sand and the joint is to be filled

with fine

sand. Laying procedure on compacted sub-base as defined.

Complete job is to be executed as per the instruction of

Engineer

incharge. The rates to be inclusive of all lead & Lifts etc.

complete as

per specifications. Tensile splitting strength, abrasion and

braking

load etc. as per BS 6717:2001, Grey cement.100mm thick

126.00 Sqm 641 80766

999695

say 10.00lac

NIT No. ………………………… Date …………………………

Last Date of Sale : …………………….

Date of Receipt ………………………………….

Copy Issued to M/s. …………………………………………………….

S.No. ITEMS QTY Unit RATE In

Rs. AMOUNT

1

Cement plastering including T&P,

scaffolding, material and

complete

labpour, including cost of water,

curing, racking of joints etc. with

20

mm cement plaster of mix : 1:4 (1

cement : 4 fine/ coarse sand)

2.45 Sqm

Total 215.46 Sqm 210.00 45246.6

2

Pointing on stone masonary in

cement sand mortar 1:3 (1-

Cement:3-Sand) : Deep grooved

pointing

49.2 Sqm

37.35 Sqm

Total 86.55 Sqm 105.00 9087.75

3

Finishing walls with water

proofing cement paint of required

shade :New work (Two or more

coats applied @ 3.84 kg/10 sqm).

430.92 Sqm 55.50 23916.06

4

Painting with synthetic enamel

paint of approved brand and

manufacture to give an even

shade : Two or more coats on new

work

430.92 Sqm 69.00 29733.48

5

Distempering with oil bound

washable distemper of approved

brand

and manufacture to give an even

shade New work (two or more

coats) over and including priming

coat with

cement primer

430.92 Sqm 86.00 37059.12


DETAILED ESTIMATE

Name of Work :- Renovation Work of Imaambaara Community hall at W 50

[Rates are based on RUIDP SOR 2017 ]

G-SCHEDULE

Sr. No. ……………………………..

Earnest Money : Rs ………………….

Cr. No. ………………. Date …………..

6

Providing and fixing T-iron frames

for doors, windows and

ventilators

of mild steel Tee-sections, joints

mitred and welded with 15x3 mm

lugs 10cm long embedded in

cement concrete blocks 15x10x10

cm

of 1:3:6 (1 cement : 3 coarse sand

: 6 graded stone aggregate 20

mm nominal size) or with wooden

plugs and screws or with dash

fastener or rawl plugs and screws

or with fixing clips or with bolts

and nuts as require including

fixing of necessary butt hinges and

screws and applying a priming

coat of approved steel primer.

6000 Kg 71.00 426000

7

Providing & fixing anodizing

alumium work (Anodizing to be

got done from approved

Anodizer) for doors, windows,

ventilators and partition with

extruded built up standard

tubular and other sections of

approved make confirming to

IS : 733 and IS : 1285 anodised

transparent 81 dyed to

required shade according to IS

: 1868 (Minimum anodic

coating of grade AC 15), fixed

with rawl plugs and screws or

with fixing clips or with

expansion hold fasteners

including necessary filling up of

gas at junctions, at top, bottom

and sides with required

PVC/neoprene felt etc.

Aluminium section shall be

smooth, rust free, straight,

mitred and jointed

mechanically wherever

required inlcuding cleat angle

For Fixed portion 100 Kg 370.00 37000

8

For shutters of doors, windows

& ventilators incl. providing

and fixing hinges/ rollers etc.

and making provision for fixing

of fittings wherever reqd.

(lockes shall be paid for

separately).

140 Kg 385.00 53900

9

With glass panes of 5.0mm

thickness (weight not less than

13.75 Kg/Sqm) as per IS : 28357 Sqm 799.00 5593

10

Providing and fixing Granite

stone slab mirror polished and

machine edge cut in Walls,

Pillars, Steps, Shelves, Sills,

Counters. Floors etc. laid on

12mm (Av.) thick base of

cement mortar 1:3 jointing with

white cement mortar 1:2 (1

white cement: 2 marble dust)

with pigment to match the

shade of the marble slab

complete including grinding,

rubbing and polishing of IS

3316-1974 :Jhunjhunu / Jalore

(Red / Choclate Colour)

Above 3601 Cm2 Slab 31 Sqm

39.38 Sqm

Total 70.38 Sqm 2764.00 194530.32

11

Extra for providing edge

moulding to 18 mm thick

marble stone counters, vantities

etc. over item No. 7.1 & 7.2

including machine polishing to

edge to give high gloss finish

etc. complete as per design

approved by Engineer-in-

Charge.

Granite work. 66.8 mtr 253 16900.4

12

Marble stone flooring table

rubbed, 18-20 mm thick over

20 mm (Av.) thick base of CM

1:4 (1-Cement:4-coarse sand)

jointing with white cement

mortar 1:2 (1-White cement:2-

marble dust) with pigment to

match the shade of the marble

slab including grinding rubbing

and polishing complete IS 1130-

1969.Rajnagar 2nd quality with

light spots and streaks.Above

3601 Cm2

12.24 Sqm

19.84 Sqm

Total 32.08 992 31823.36

13

Providing corrugated G.I. Sheet

roofing fixed with G.I. J or L

hooks bolts and nuts 8mm

diameter with bitumen and G.I.

limpet washers or with G.I.

limpet washers filled with

white lead and including a coat

of approved steel primer and

two coat of approved paint on

over lapping of sheet complete

(upto a pitch of 600) &

excluding the cost of purlins

rafters and truses, for class of

sheet : 1.25 mm thick. 67.1 Sqm 855

228.26

133

428.36 Sqm 855 366247.8

14

P&F of Heavy duty capacitor

start, Double ball bearing

900/1400 RPM single phase ISI

marked Exhaust fan,IS:2312

marked in existing opening

including making connections

testing etc. as required.380

mm sweep(900/1400 RPM)16 Each 3700

59200

Wiring of light point / fan point /

exhaust fan point / call

bell point with 1.5 sq. mm FR PVC

insulated unsheathed

1.1kV grade flexible copper

conductor and 1.5 sq.mm

FR PVC insulated copper earth

conductor (IS:694) of

approved make in double lock/ ISI

marked single lock

pvc casing capping & it's

accessories, 18 SWG M.S.

box with earth terminal, screwless

cage connectors for

neutral looping in switch board &

false ceiling point, 6 A

switch 3.0 mm thick phenolic

laminated sheet, zinc

plated / brass screws, cup washers

, making

connections, testing etc. as

required.

15 Short point (up to 3 mtr.) 28 Each 230 6440

16 Medium point (up to 6 mtr.) 20 Each 322 6440

17 Long point (up to 10 mtr..) 14 Each 487 6818

18

S & F Following sizes (dia.) of ISI

marked medium duty PVC conduit

along with accessories in surface/

recessed using saddles, clamps,

fastener as required including

cutting the wall and making good

the same as required. Group-2. 25

mm

200 rmtr 22 4400

Supplying and drawing FR

PVC insulated & unsheathed

flexible copper conductor ISI

marked (IS : 694) of 1.1 KV

grade and approved make in

existing surface or recessed

conduit/casing capping

including making connections

etc. as required.

19 1x1.5 sqmm 100 Metre 13 1300

20

2 x 2.5 sq. mm. + 1x1.5sqmm 80 Metre 55 4400

21

2 x 4.0 sq. mm. + 1 x 2.5 sq.

mm. 30 Metre 77 2310

22

P & F IS:371 marked 6 amp

surface type ceiling rose

including making connection

testing etc. as required. Group 1

18 Each 17 306

23

P & F 1.6 mm thick M.S.

Recessed fan box, hexagonal/

round of size 100 mm dia, depth

75mm, 12 mm dia rod fan hook

with 100 mm length extended on

each side .

18 Each 114 2052

24

P & F double ball bearing

capacitor start ceiling fan of

approved make complete with

regulator and other

accessories as required. (for

estimation purpose only) 1200

mm sweep

18 Each 1481 26658

P & F surface/recessed type 10

mm thick Teak wood board duly

antitermite treated, varnished and

fixed by using gutties/ PVC

fasteners of following size as

required.25 a) 100 mm x 175 mm 10 Each 18 180

26 b) 200 mm x 250 mm 10 Each 28 280

27

P & F strip type fluorscent tube

fitting fabricated from

(CRCA sheet and finished with

powder coating / stove

enamelled paint)/(extruded non

corrosive UV resist EP

channel) complete with

accessories like (OCCB, starter,

starter seat)/ EB, rotor holder,

terminal block duly

prewired with copper conductor

including making

connection, testing etc. as

required. ( without tube) 1 X 36

Watts with EB. Group 1

20 Each 287 5740

28

P & F Fluorscent tube rod in

existing fixtures as required

Flourscent powder coated 36/40

Watts. Group 1

20 Each 36 720

TOTAL 1404281.89

Note njs pkj ekg rd ekU; gksxhA l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA

dk;Z iw.kZ djus ds i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA

dk;Z dh nks"k fuokj.k (Defect Liablity) vof/k dk;Z iw.kZrk ds i'pkr ikap o"kZ rd jgsxhA

I/We agree to execute the above work @ …………...………………% above/below (in figure)

(In word ……………………………..……………………………………………% above/below)

of the 'G' Schedule rates & we agree to abide by general & special conditions of the contract

Signature of Contractor EX.EN

,ckÅ (Above) vFkok fcyks (Below) njs gh ekU; gksxhA

S.No. Item Qty. UnitRate in

Rs.Amount

1

Dismantling of existing structures like culverts, bridges, retaining walls, CC

road and other structure comprising of masonry, cement concrete, wood

work, steel work, including T&P and scaffolding wherever necessary,

sorting the dismantled material, disposal of unserviceable material and

stacking the serviceable material with all lifts and lead of 50 metres as

directed by Engineer.Cement Concrete Grade M-15 and above and PCC

blocks

1.0 Cum 427.00 427.00

Lime Concrete, cement concrete grade M-10 (1:5:10) and below(Quantity

as above)1.0 Cum 264.00 264.00

2

Earth work in excavation in foundation, trenches etc. including dressing of

sides and ramming of bottoms, including getting out the excavated

material, refilling after laying pipe/ foundation and disposal of surplus

excavated material at a lead upto 50m suitable site as per direction of

Engineer for following depths, below natural ground / Road top level. In

all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black

cotton soil, kankar, etc.Depth upto 1.5 m

1.0 Cum 164.00 164.00

3

Earth work in excavation in foundation, trenches etc. including dressing of

sides and ramming of bottoms, including getting out the excavated

material, refilling after laying pipe/ foundation and disposal of surplus

excavated material at a lead upto 50m suitable site as per direction of

Engineer for following depths, below natural ground / Road top level. In

all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black

cotton soil, kankar, etc.Depth upto 1.5 m In hard rock (required blasting)

including Blasting materials. Depth upto 1.5 m

1.0 Cum 496.00 496.00

4

Providing and laying lean cement concrete 1:4:8 in Sub- base over a

prepared sub-grade with coarse and fine aggregate conforming to IS: 383,

the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio

not to exceed 15:1, aggregate gradation after blending to be as per table

600-1, cement content not to be less than 150 kg/ cum, optimum

moisture content to be determined during trial length construction,

concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete

mixer, laid manualy, compacted with surface vibrator, finishing and curing

complete as per clause 601, 112 of MoRT&H specification including all

material, labour, machinery, lighting, guarding and maintenance of

diversion

1.0 Cum 2300.00 2300.00

5

Providing and laying un-reinforced, dowel jointed, plain cement

concrete mix With Concrete Mixer & vibrator pavement over a

prepared sub base with 43 grade cement , coarse and fine

aggregate conforming to IS: 383, maximum size of coarse aggregate

not exceeding 25 mm, mixed as per approved mix design, laid,

spread, compacted and finished in a continuous operation including

provision of contraction, expansion, construction and longitudinal

joints, joint filler, separation membrane, sealant primer, joint sealant,

debonding strip, admixtures (if required) as approved, curingcompound,

finishing to lines and grades complete as per drawingand as per clause

602, 112 of MoRT&H specification including allmaterial, labour,

machinery, lighting, guarding and maintenance of diversion. PCC M-20

1.0 Cum 4700.00 4700.00

6Random rubble masonry with hard stone in foundation and plinth

:Cement mortar 1:6 (1 cement : 6 coarse sand)1.0 Cum 3190.00 3190.00

7

Cement plastering including T&P, scaffolding, material and complete

labpour, including cost of water, curing, racking of joints etc. with 15 mm

cement plaster on the rough side of single or half brick wall of mix 1:6 (1


1.0 Sqm 161.00 161.00

OFFICE OF THE NAGAR NIGAM, JODHPURESTIMATE

BASED ON RUIDP BSR 2017

Name of work:- Rate Contract For Repair / mantinance C.C. Road, sewer line & Interlocking at

Various places in sardarpura zone(Ward 42-46 & 49-54)

8

Providing, lowering, laying in trenches, aligning, fixing in position and

jointing socketed rubber gasket type ISI marked uPVC pipes of Class III (6

Kg/sqcm) suitable for potable water with rubber ring joints (as per IS 4985-

2000) of following outer dia with all accessories (excluding specials)

complete including all material, labour, hydraulic testing and

commissioning as per Technical Specifications and as per direction of

Engineer 110 mm dia

1.0 Mtr 273.00 273.00

9 160 mm dia 1.0 Mtr 564.00 564.00

10

Providing at site, lowering & laying in trenches, aligning & jointing of RCC

pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date)

marked and pipes from 300 mm and upto 1800 mm manufactured

through vertical casting process at all depths with Rubber gaskets

(EPDM/SBR) for sewer lines as per IS: 5382 (including cost of Rubber

gaskets, lubricants) as per drawing, sectional hydro testing of the sewer

pipe line (including cost and conveyance of water to site for testing) etc.,

complete as per specification and / or as directed by Engineer.

200 mm internal diameter

1.0 Mtr 562.00 562.00

11 300 mm internal diameter 1.0 Mtr 1060.00 1060.00



14

Providing granular bedding having width = outer dia of pipe (Bc) + 500mm,

thickness below pipe = 0.25Bc or 100mm (whichever is higher) and

haunching = 0.5Bc, with graded hard crusher broken stone of 100%

passing through 20mm sheive, 20 to 50 % passing through 10mm sheive

and 100 % retain on 6.3mm sheive, laying in layers of thickness 10/15cm

including ramming, consolidation etc complete for all type of pipes of

following sizes as per drawing and or as directed by Engineer 200 mm

diameter

1.0 Mtr 133.00 133.00

15 300 mm diameter 1.0 Mtr 170.00 170.00

16 450 mm diameter 1.0 Mtr 289.00 289.00

17 600 mm diameter 1.0 Mtr 404.00 404.00

18

Supplying & fixing 560mm dia SFRC manhole frame & cover as per IS :

12592-2002 in existing manholes including grouting the frame in PCC M-15

complete in all respect as directed by the Engineer HD-201.0 Nos 2400.00 2400.00

19

Providing and fixing of precast concrete interlocking tiles of desired shape

of M 30 grade manufactured from fully computerized automatic

stationery hydraulic viebro pressed machine and fully computerized

automatic batching plant of class A1/A2 as per BS 6717:2001. The CC

interlocking paving blocks be laid on average 50mm. thick bed of coarse

sand and the joint is to be filled with fine sand. Laying procedure on

compacted sub-base as defined. Complete job is to be executed as per the

instruction of Engineer incharge. The rates to be inclusive of all lead &

Lifts etc. complete as per specifications. Tensile splitting strength,

abrasion and braking load etc. as per BS 6717:2001, Grey cement.100mm

thick

1.0 Sqm 641.00 641.00

20Carriage of Materials by mechanical transport including

loading, unloading and Sand, bazri, ballast, kankar 5 km1.0 Cum 132.00 132.00

24170.00

1

Supplying and fixing Soorsagar Bhura or Equivalent ashlar sills, lintels and

dassa, bearing, bed & top surface made perfenctly even, jambs, skirting

steps etc. rough dressed: Above 15 cm. and upto 20 cm. thick1.0 Cum 4555.00 4555.00

4555.00

28725.00

Nagar Nigam Jodhpur Nagar Nigam Jodhpur Jodhpur Municipal Corporation

Total

H-schedule

Total

G.Total

Say Rs 75.00 Lacs

Junior Engineer Assitant Engineer Executive Engineer

NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….

kagadi in ward 52S.No. Particulars Quantity Unit Rate Amount

1

Demolishing cement concrete including

disposal of material within 50 meter lead :a)

1:3:6 or richer mix. 225.00 cum 645.00 145125.00

b) 1:4:8 or leaner mix. 225.00 cum 396.00 89100.00

2 Providing and laying in position cement

concrete including curing compaction etc. of

specified grade excluding the cost of

centering and shuttering All up to plinth level

IS 456-2000 : 1:4:8 (1Cement :4 Course

Sand :8 Graded stone aggregate 40 mm

nominal size (Crusher broken ) 225.00 Cum 2755 619875

3 Providing and making connection to the

manhole/ road side chamber/ property

chamber by cutting hole in wall, making good

the same with brick work/ stone masonry

work in cement mortar 1:4, plaster in cement

mortar 1:3, encasement of pipe at manhole

with 75mm thick M15 grade concrete etc

complete as directed by Engineer. 50 Nos 498 24900





IS 456-2000 : 1:1.5:3 (1Cement :1.5 Course


nominal size

225.00 cum 4066 914850.00

5 Carriage of Earth, Rubbish etc by

Mechanical transport including loading,

unloading stacking etc complete with all lead

& lifts 5Km 450.00 Cum 66.5 29925.00

TOTAL G SCHEDULE 1823775.00

('H' SCHEDULE ITEM)

1 finishing with floater over 1:1.5:3 cc work

complete as per direction of engineer

incharge 4500.00 SQM

gross Total

Note njs pkj ekg rd ekU; gksxhA l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA

dk;Z dh nks"k fuokj.k (Defect Liablity) vof/k dk;Z iw.kZrk ds i'pkr ikap o"kZ rd jgsxhAth&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above)

JODHPUR NAGAR NIGAM`

G-SCHEDULE

Name of Work :-- cc roadwork from sabri watika to kaga

Sr. No. ……………………………..


Cr. No. ………………. Date …………..

S.No. Particulars Quantity Unit Rate Amount




Signature of Contractor

NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….

S

.No.Item No. Particulars Qty. Unit Rate Amount

2.4

Dismantling of existing structures

like culverts, bridges, retaining

walls, CC road and other structure

comprising of masonry, cement

concrete, wood work, steel work,

including T&P and scaffolding

wherever necessary, sorting the

dismantled material, disposal of

unserviceable material and

stacking the serviceable material

with all lifts and lead of 50 metres

as directed by Engineer.Cement

Concrete Grade M-15 and above

and PCC blocks

103.68 Cum 427.00 44271.4

2.4.2Lime Concrete, cement concrete

grade M-10 (1:5:10) and below103.68 Cum 428.00 44375

2 4.2.1

Earth work in excavation for

roadway, including trimming

bottom and side slopes in

accordance with requirement of

line, grades and cross sections,

including disposal of surplus

material with all lift and lead upto

1000 metre as per MoRT&H

specification clause 301. In all type

of soil .

675.36 Cum 145.00 97927.2

Rate Based on RUIDP 2017

Name of Work - Construction Of Sewerage and CC Road At kalal colony between gali no

1-2,2-3,3-4 and nearby area in ward no. 52

1


G-SCHEDULE

Sr. No. ……………………………..


Cr. No. ………………. Date …………..

3 9.3

Providing and laying lean cement

concrete 1:4:8 in Sub- base over a

prepared sub-grade with coarse

and fine aggregate conforming to

IS: 383, the size of coarse

aggregate not exceeding 25 mm,

aggregate cement ratio not to

exceed 15:1, aggregate gradation

after blending to be as per table

600-1, cement content not to be

less than 150 kg/ cum, optimum

moisture content to be determined

during trial length construction,

concrete strength not to be less

than 10 Mpa at 7 days, mixed in

concrete mixer, laid manualy,

compacted with surface vibrator,

finishing and curing complete as

per clause 601, 112 of MoRT&H

specification including all material,

labour, machinery, lighting,

guarding and maintenance of

diversion

124.56 cum 2300.00 286488

4 9.5.1

Providing and laying un-reinforced,

plain cement concrete mix with

Concrete Mixer & vibrator

pavement over a prepared sub

base with

43 grade cement , coarse and fine

aggregate conforming to IS: 383,

maximum size of coarse aggregate

not exceeding 25 mm, mixed as

per approved mix design, laid,

spread, compacted and finished in

a

continuous operation including

provision of contraction,

expansion,

construction and longitudinal joints

etc including all material, labour,

machinery, lighting, guarding and

maintenance of diversion. PCC M-

20

103.68 Cum 4570.00 473818

5 25.1.1

Random rubble masonry with hard

stone in foundation and plinth

Cement mortar 1:6 (1 cement : 6

coarse sand)

59.51 Cum 3190.00 189831

6 32.3.2


scaffolding, material and complete

labpour, including cost of water,

curing, racking of joints etc. with 20

mm cement plaster of mix :1:4 (1


156.60 Sqm 210.00 32886

7 17.18.3

Providing at site, lowering & laying

in trenches, aligning & jointing of

RCC pipes NP4 class (with s/s ends)

IS: 458 - 2003 (amended up to

date) marked and pipes from 300

mm and upto 1800 mm

manufactured through vertical

casting process at all depths with

Rubber gaskets (EPDM/SBR) for

sewer lines as per IS: 5382

(including cost of Rubber gaskets,

lubricants) as per drawing,

sectional hydro testing of the

sewer pipe line (including cost and

conveyance of water to site for

testing) etc., complete as per

specification and / or as directed by

Engineer.200 mm internal diameter

576.00 mtr 562.00 323712

8

Providing granular bedding having

width = outer dia of pipe (Bc) +

500mm, thickness below pipe =

0.25Bc or 100mm (whichever is

higher) and haunching = 0.5Bc,

with graded hard crusher broken

stone of 100% passing through

20mm sheive, 20 to 50 % passing

through 10mm sheive and 100 %

retain on 6.3mm sheive, laying in

layers of thickness 10/15cm

including ramming, consolidation

etc complete for all type of pipes of

following sizes as per drawing and

or as directed by Engineer.. 200mm

nominal dia

576.00 133.00 76608

9 17.72.1

Supplying & fixing 560mm dia SFRC

manhole frame & cover as per IS :

12592-2002 in existing manholes

including grouting the frame in PCC

M-15 complete in all respect as

directed by the Engineer.HD-20

52.00 each 2400.00 124800

10 1.1.3

Carriage of Materials by

mechanical,transport, including

loading, unloading and stacking

Sand, bazri, ballast, kankar for lead

5 Km

882.72 Cum 132.00 116519

11

P&F rigid PVC Pipe (IS:4985 mark)

class II(4 Kg. /Cm.) approved

quality /make including joining the

pipe with solvent cement rubber

ring and lubricant 110mm dia

160.00 251.00 40160

12

Construction of chamber in all type

of soil with 300 mm thick masonry

in Cm 1:6 m 100mm thick C.C.

1:5:10 in foundation, 20mm thick

insider plaster in Cm 1:6, finished

with floating neat cement, 50mm

thick M-15 grade C.C. flooring ,

earthwork etc. complete as per

design including disposal of surplus

earth within a lead of 50 mtr.

Inside size 300x300mm depth upto

0.5m & 5Kg C.I. cover with frame

156.00 539.00 84084

13

Supplying and fixing Soorsagar

Bhura or Equivalent ashlar sills,

lintels and dassa, bearing, bed &

top surface made perfenctly even,

jambs, skirting steps etc. rough

dressed: Upto 15 cm. thick

6.26 Cum 4475.00 28031.4

14

Providing and laying in position

cement concrete of specified grade

excluding the cost of centring and

shuttering - All work upto plinth

level : 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20

mm

nominal size)

3.93 Cum 4280.00 16802.7

Cleaning and removal of earth, silt,

sludge, kankar, boulder, building

material and garbage in existing

nallah/drains including

construction

of bye pass arrangement to

byepass water with 1.5m lift from

ground

level and lead upto 50 m including

foul & saturated condition where

pumping out or bailing out of

water is required, including

shoring,

shuttering where required and

dewatering. Making access for

disposal and dressing disposal side

as per the directed of the

Engineer.For Depth upto 1.50 m

69.12 Cum 278.00 19215.4

Total 1999528






Signature of Contractor EX.EN

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks

TOTAL

NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….


1



1:3:6 or richer mix. 22.95 cum 645.00 14803.00


3 Earth work in excavation by mechanical

means (Hydraulic Excavator)/ manual means

in foundation trenches or drains (not

exceeding 1.5 m in width or 10 sqm on plan)

including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including taking out

the excavated soil and depositing and

refilling of jhiri with watering & ramming and

disposal of surplus excavated soil as

directed with in a lead of 50 meter. All kinds 183.60 Cum 159.00 29192.00

4 Providing barricading for Trenches using 80 - 100

mm dia Wooden Ballies as vertical post, atleast

1.5m above ground level and atleast 30-45 cm

below ground level at a spacing of 3 m. & Two

rows of 80 - 100 mm Wooden Ballies as horizontal

members securely tied by coconut strings with the

vertical members. Both vertical and horizontal

members shall be painted in red and white colour.

Rate is inclusive removal and cleaning of site

complete in all respect. 340.00 Mtr 34.00 11560.00

5 Providing at site, lowering & laying in

trenches, aligning & jointing of RCC pipes

NP4 class (with s/s ends) as per IS: 458 -

2003 (amended up to date) at all depths with

Rubber gaskets (EPDM/SBR) for sewer lines

as per IS: 5382 (including cost of Rubber

gaskets, lubricants) as per drawing, sectional

testing of the sewer pipe line (including cost

and conveyance of water to site) etc.,

complete as per specification and / or as

directed by Engineer.b) 200 mm internal

diameter170.00 Mtr 518.00 88060.00

6 Providing granular bedding having width =

outer dia of pipe (Bc) + 500mm, thickness

below pipe = 0.25Bc or 100mm (whichever is

higher) and haunching = 0.5Bc, with graded

hard crusher broken stone of 100% passing

through 20mm sheive, 20 to 50 % passing

through 10mm sheive and 100 % retain on

6.3mm sheive, laying in layers of thickness

10/15cm including ramming, consolidation

etc complete for RCC pipes of following

sizes as per drawing and or as directed by

Engineer.b) 200 mm internal diameter RCC 170.00 Mtr 127.00 21590.00

JODHPUR NAGAR NIGAM`G-SCHEDULE

Sr. No. ……………………………..


Cr. No. ………………. Date …………..

name ofwork- sewer line work in major saitansingh rajput swargasham in ward 52


7 Providing and constructing of RR stone masonry

circular manholes of "Type-A" with internal dia

0.90m and depth upto 1.65m having 300mm thick

RR stone masonry wall in cement sand mortar 1:4,

including concreting PCC M-10 grade (1:4:8) for

225mm thick foundation including curing

compaction and form work etc complete, PCC

M15 for benching and channel portion, RCC M20

for 200mm thick cover slab including

reinforcement, PCC M20 for fixing the manhole

frame and cover using stone aggregate 20mm

nominal size, 20mm thick inside and outside

plaster in C. M. 1:3, inside plaster finished with

floating coat of neat cement, slab, providing and

fixing of SFRC foot steps of approved make at

every 0.30m height fixed in CM 1:3, supplying and

fixing heavy duty SFRC manhole frame and cover

as per IS 12592 (Part I and II) having clear

opening of 560mm, including refilling of Jhiri,

including curing, watering, ramming, hydro testing

of manhole, conveyance & cost of water, and

dewatering complete as directed by the Engineer.

Note-Only Excavation work will be measured and

paid separately Manhole "Type-A" of depth 0.90 m

20.00 Nos 12700 254000

8 Providing and constructing extra depth of manhole

"Type-A" for depth beyond 0.90 m and upto 1.65 m

with RR stone masonary including 20mm plaster

inside and outside as per drawing and direction of

Engineer. Metre

5.00 Mtr 5510 27550.00

9 Empting of septic tank/ soakage well etc,

disposing of sludge within a lead of 5km and

taking out sewage including refilling with

local earth, ramming and compaction in

layers, cleaning of site. 1.00 Nos 2709 2709.00

10 Providing at site, lowering & laying in

trenches, aligning & jointing of uPVC pipes of

class III (6 kg/ cm2) as per IS: 4985 and as

per specification with rubber ring with socket

and spigot joint, (EPDM/SBR) for all depths

including well graded granular bedding (Type-

E) for pipe length as per drawing and

specification including hydraulic field testing

and commissioning etc complete as directed

by Engineer. a) 110 mm dia 48.00 Mtr 289 13872.00





IS 456-2000 : 1:4:8 (1Cement :4 Course
















IS 456-2000 : 1:1.5:3 (1Cement :1.5 Course


nominal size

25.50 cum 4066 103683.00




& lifts 5Km 200.00 Cum 66.5 13300.00








(Above) vFkok fcyks (Below) njs gh ekU; gksxhA

NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….

name of work - various development work in major saitansingh rajput swargasham in ward 52

S.No. Item Qty. Unit Rate In Rs. Amount

1 Earth work in excavation by mechanical means (Hydraulic Excavator)/

manual means in foundation trenches or drains (not exceeding 1.5 m in

width or 10 sqm on plan) including dressing of sides and ramming of

bottoms, lift upto 1.5 m, including taking out the excavated soil and

depositing and refilling of jhiri with watering & ramming and disposal of

surplus excavated soil as directed with in a lead of 50 meter. All kinds of

soils 50.00 Cum. 159.00 7950.00

2 Providing & laying in position cement concrete including curing,

compaction etc. complete using stone aggregate 40mm nominal size in

foundation plinth, excluding the cost of shuttering using 1:4:8 (1Cement :4

Course Sand :8 Graded stone aggregate 40 mm nominal size (Crusher

Broken) 70.00 Cum. 2755.00 192850.00

3 Random Rubble stone masonry for foundation and plinth in Cement Sand

mortar above 30CM thick wall in:

Cement Mortar 1:6 (1 cement : 6 sand) 10.00 Cum. 2882.00 28820.00

4 R.R. stone masonry for superstructure above plinth level one storey height

above 30 cm. thick walls in: Cement Mortar 1: 6 (1 cement :6 sand)

10.00 Cum. 3464.00 34640.00

5 Supplying and fixing Soorsagar Bhura or equivalent ashlar sills,

lintels and dassa, bearing, bed & top surface made perfectly even,

jambs, skiriting steps etc. rough dressed :Upto 15 cm. thick. 2.00 Cum. 4475.00 8950.00

6 Supplying and fixing 7 to 10 cm. Soorsagar or equivalent stone chaps in

lime mortar or gypsum rough dressed more than 0.60m. Length. 5.00 Sqm. 284.00 1420.00

7 Providing and laying in position specified grade of reinforced cement

concrete including curing, compaction, finishing with rendering in cement

sand mortar 1:3 (1 cement : 3 coarse sand) and making good the joints

excluding the cost of centering shuttering and reinforcement for suspended

floors, roofs griders, cantilevers, staricases, landings, balconies, bands,

coping, bed plates, anchor blocks, sill and beams etc. upto 4.5 mtr.height

above plinth level 1:1.5:3 15.00 Cum. 4832.00 72480.00


G-SCHEDULE

Sr. No. ……………………………..


Cr. No. ………………. Date …………..

6


8 Centering and shuttering with plywood or steel shetts including strutting,

propping bracing both ways with wooden members and removal of

formwork for superstructure up to 4.5 Mtr. Above plinth for. Suspended

floors, roofs landings starcases, balconies, girders, cantilevers, bands,

coping bed plates, anchor blocks, sills, chhajjas etc.

80.00 Sqm. 266.00 21280.00

9 Providing & fabricating steel reinforcement for R.C.C. work including

cutting, bending, placing in position and binding complete including cost of

binding wire in foundation, Raft footing step Beams base of column etc.

upto plinth level Hot rolled deformed (IS : 1139) 1500.00 Kg. 64.00 96000.00

10 Cement concrete flooring grade 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate) rounding off edges etc. but excluding the cost of nosing

of steps etc. complete 50mm thick with 20mm thick nominal size

aggregate. 120.00 Sqm. 281.00 33720.00

11 Plaster on new surface on walls in cement sand mortar 1:4 including

racking of joint etc. complete fine finished : 20mm thick 100.00 Sqm. 167.00 16700.00

12 Pointing on stone masonry in cement sand mortar 1:3 (1 cement : 3sand)

Deep grooved pointing. 100.00 Sqm. 105.00 10500.00

13 Marble stone flooring table rubbed, 18-20 mm thick over 20 mm (Av.) thick

base of CM 1:4 (1-Cement:4-coarse sand) jointing with white cement

mortar 1:2 (1-White cement:2-marble dust) with pigment to match the

shade of the marble slab including grinding rubbing and polishing complete

IS 1130-1969. Rajnagar 2nd quality with light spots and streaks. Above

3601 Cm2 100.00 Sqm. 992.00 99200.00

14 Providing and laying 20 to 25 mm size glazed tiles pieces for rooof

treatment having colour and shade as approved by the Engineer incharge

over 25 mm thick layer of cement mortar mix 1:4 with application of cement

slurry including finishing of joints with ordinary cement and curing etc.

complete in all respect. Washing with acid. 100.00 Sqm. 253.00 25300.00

15 Distempering with oil bound washable distemper of approved brand

and manufacture to give an even shade including all scaffolding :New

work (two or more coats) over and including scraping & priming coat with

distemper primer. 200.00 Sqm. 66.70 13340.00

16 Colour washing of all shades to give and even shade including all

scaffolding New work ( tow or more coats) with a base coat of whiting. 200.00 Sqm. 12.00 2400.00

17 Painting with enamel paint of approved brand and manufacture to give an

even shade. Two or more coats on new work. 20.00 Sqm. 54.00 1080.00

18 Providing and fixing steel gate grating and grills made of angles, tees,

square bars or other flats black pipe with holdfast and fittings complete as

per design and drawing including cutting welding and fabrication with

priming coat of red oxide. 100.00 Kg. 89.00 8900.00

6


19 Providing and Laying of Interlocking Concrete Block Pavements

having thickness 80 mm as per drawings and Technical

Specification Clause 1504. Categpru 'B' Denated only two sides like

I,Z,T, shape etc. as per IRC SP 63:2004 600.00 Sqm. 932.00 559200.00

20 Supply and Fixing of Machine Cut Jodhpur sand stone Kerb Stone

fixed in white cement sand mortar 1:4 with pigment including E/W

10cm wide 40 cm. hight. 120.00 MTR 714.00 85680.00

21 Supply and fixing Jodhpur sand stone Machine cut Dash,

Coping,sill,lintel fixed in cement sand mortar 1:4 60.00 Sqm. 1734.00 104040.00

1424450.00

1 LVsuysl LVhy ikbZi ls fufeZr cSaUpksa dh vkiwfrZ fofHkUu LFkkuksa esafQfDlax djukA LVsuysl LVhy ikbZi ls cuh cSUp ftldk vkdkj 1-58 ehVj yEckbZ esas x 0-55 ehVj pkSM+kbZ esa lhV x 0-42 ehVjÅapkbZ esa ihNs dh lhV rFkk cSUp Hkw&ry ls ÅapkbZ 0-38 ehVjgksxhA

cSUp LVsuysl LVhy ds vk;rkdkj ikbZi ¼lkbZt 19 feeh x 45feeh] 20 xst eksVkbZ½ esa Qzse rFkk cSBus dh lhV o ihNs dh cSadlhV gsrq LVsuysl LVhy ds 24 ux oxkZdkj ikbZi ¼lkbZt 19 feeh-x 19 feeh-] 20 xst eksVkbZ½ ls fufeZr fd;k tkuk gSA cSUpksa dksHkw&ry ls 15 lseh- uhps lhesUV daØhV ¼1%2%4½ ds CykWDl ¼lkbZt30lseh- x 30 lseh- x 30 lseh-½ esa fQDl fd;s tkosxsaA dk;Z fn;sx;s MªkbZax] fMtkbZu rFkk baftfu;j bUpktZ ds fn'kk&funsZ'k ,oans[k&js[k esa lEiUu fd;k tk;sxkA

6.00 Nos.


PART (B) H SCHEDULE

Total Part-A

6






Signature of Contractor Executive Engineer,

Nagar Nigam Jodhpur

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks (Below) njs gh ekU; gksxhA

6

NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….

Name of Work :-- Construction of CC Road at Ward 53 Behind Mahamandir Petrol Pump


1



1:3:6 or richer mix. 280.00 cum 645.00 180600.00






IS 456-2000 : 1:4:8 (1Cement :4 Course















IS 456-2000 : 1:1.5:3 (1Cement :1.5 Course


nominal size

280.00 cum 4066 1138480.00




& lifts 5Km 560.00 Cum 66.5 37240.00


('H' SCHEDULE ITEM)

1 finishing with floater over 1:1.5:3 cc work

complete as per direction of engineer

incharge 5600.00 SQM

gross Total




(Above) vFkok fcyks (Below) njs gh ekU; gksxhA


G-SCHEDULE

Sr. No. ……………………………..


Cr. No. ………………. Date …………..





NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….

S.No. ITEMS AMOUNT

Demolishing cement concrete

manually/ by mechanical means

including disposal of material

within 50 metres lead as per

direction

of Engineer-in-charge.Nominal concrete 1:3:6 or richer

mix (i/c equivalent design mix).90.00 cum 645.00 P.Cum 58050.00

1:4:8 or leaner mix 90.00 cum 396.00 P.Cum 35640.00

1


Name of Work :- Construction of CC Road at various places of ward 56 Name of Work :- Construction of CC Road at various places of ward 56 Name of Work :- Construction of CC Road at various places of ward 56 Name of Work :- Construction of CC Road at various places of ward 56 [Rates are based on Building Works BSR w.e.f. 01 Oct., 2013

Jodhpur District & Road BSR w.e.f. 29 Oct,, 2013]

QTY. RATE In Rs.

G-SCHEDULE

Sr. No. ……………………………..


Cr. No. ………………. Date …………..

2 Excavation for roadwork in soil

including cutting, trimming bottom

and side slopes, in accordance with

requirements of lines, grades and

cross-sections, and disposal to the

embankment location with a lift upto

1.5 m and lead upto 100 m as per

Technical Specification Clause

302.3 560.00 cum 31.00 P.Cum 17360.00

3 Providing and laying in position

cement concrete including curing

compaction etc. of specified grade

excluding the cost of centering and

shuttering =All up to plinth level IS-

456-2000: 1:5:10 (1Cement :5

Course Sand :10 Graded stone

aggregate 40 mm nominal size

(Crusher Broken) 280.00 Cum 2519.00 P.Cum. 705320.00

4 Providing and laying in position

cement concrete including curing

compaction etc. of specified grade

excluding the cost of centering and

shuttering All up to plinth level

1:1.5:3 (1Cement :1.5 Course Sand

:3 Graded stone aggregate 20 mm

nominal size 280.00 Cum 4066.00 P.Cum. 1138480.00

5 Extra lead of 5Km for excavated

material. 450.00 Cum 73.70 P.Cum. 33165.00

6 Raising manhole cover and frames

slab to reqd. level incl. dismantling

existing slab and making godo the

damage as reqd. (raisign depth of

manhole masonry to be paid

separately).Rectangular manhole

90x60cm5 Each 964 each 4820.00

7 Supplying & fixing 560mm dia

SFRC manhole frame & cover in

existing manholes including

grouting the frame in PCC M-15

complete in all respect as directed

by the Engineer. HD-20 5 no 2510 no 12550.00

8 Providing and fixing steel gate

grating and grills made of angles,

tees, square bars or other flats

black pipe with holdfast and fittings

complete as per design and

drawing including cutting welding

and fabrication with priming coat of

red oxide. 1500 KG 89 P.KG 133500.00

9 Painting with enamel paint of

approved brand and manufacture to

give an even shade : Two or more

coats on new work. 300 sqm 54 P.Sqm 16200.00

2155085

FOR "H" Schedule

1 Finishing Cement Road with All

Mechanical Equipments Like

Floater, etc. as required on site. 2800 sqm

Note njs pkj ekg rd ekU; gksxhA

l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA






,ckÅ (Above) vFkok fcyks (Below) njs gh ekU; gksxhA

NIT No. ………………………… Date …………………………Sr. No. ……………………………..

Last Date of Sale : ……………………. Earnest Money : Rs ………………….

Date of Receipt …………………………………. Cr. No. ………………. Date …………..

Copy Issued to M/s. …………………………………………………….

S

.No.

Item

No.Particulars Qty. Unit Rate Amount

2.4

Dismantling of existing

structures like culverts,

bridges, retaining walls, CC

road and other structure

comprising of masonry,

cement concrete, wood

work, steel work, including

T&P and scaffolding

wherever necessary,

sorting the dismantled

material, disposal of

unserviceable material and

stacking the serviceable

material with all lifts and

lead of 50 metres as

directed by Engineer.

2.4.

1

Cement Concrete Grade M-

15 and above and PCC

blocks

4.18 Cum

17.52 Cum

10.50 Cum

4.35 Cum

8.26 Cum

Total 44.81 Cum 427.00 19133

2.4.

2

Lime Concrete, cement

concrete grade M-10

(1:5:10) and below

44.81 Cum 428.00 19179

G-SCHEDULE

OFFICE OF THE MUNICIPAL CORPORATION, JODHPURESTIMATE


Name of Work - Construction Of Sewerage and CC Road at Ward no.49 Karbala

Colony

1

24.2.

1

Earth work in excavation

for roadway, including

trimming bottom and side

slopes in accordance with

requirement of line, grades

and cross sections,

including disposal of

surplus material with all lift

and lead upto 1000 metre

as per MoRT&H

specification clause 301. In

all type of soil .

135.00 Cum

4.2.

272.00 Cum

Total 207.00 Cum 145.00 30015

3 9.3

Providing and laying lean

cement concrete 1:4:8 in

Sub- base over a prepared

sub-grade with coarse and

fine aggregate conforming

to IS: 383, the size of

coarse aggregate not

exceeding 25 mm,

aggregate cement ratio not

to exceed 15:1, aggregate

gradation after blending to

be as per table 600-1,

cement content not to be

less than 150 kg/ cum,

optimum moisture content

to be determined during

trial length construction,

concrete strength not to be

less than 10 Mpa at 7 days,

mixed in concrete mixer,

laid manualy, compacted

with surface vibrator,

finishing and curing

complete as per clause

601, 112 of MoRT&H

specification including all

material, labour,

machinery, lighting,

guarding and maintenance

of diversion

44.81 Cum

3.01

7.20

Total 55.02 Cum 2300.00 126543.7

49.5.

1

Providing and laying un-

reinforced, plain cement

concrete mix with


pavement over a prepared

sub base with

43 grade cement , coarse

and fine aggregate

conforming to IS: 383,

maximum size of coarse

aggregate not exceeding 25

mm, mixed as

per approved mix design,

laid, spread, compacted

and finished in a

continuous operation

including provision of

contraction, expansion,

construction and

longitudinal joints etc

including all material,

labour,



of diversion. PCC M-20

44.81 Cum

Total 44.81 Cum 4570.00 204781.7

525.1

.1

Random rubble masonry

with hard stone in

foundation and plinth

Cement mortar 1:6 (1

cement : 6 coarse sand)

26.06 Cum 3190.00 83132.676

632.3

.2

Cement plastering

including T&P, scaffolding,

material and complete

labpour, including cost of

water, curing, racking of

joints etc. with 20 mm

cement plaster of mix :1:4

(1 cement : 4 fine/ coarse

sand)

68.58 Sqm 210.00 14401.8

717.1

8.3

Providing at site, lowering &

laying in trenches, aligning

& jointing of RCC pipes

NP4 class (with s/s ends)

IS: 458 - 2003 (amended

up to date) marked and

pipes from 300 mm and

upto 1800 mm

manufactured through

vertical casting process at

all depths with Rubber

gaskets (EPDM/SBR) for

sewer lines as per IS: 5382

(including cost of Rubber

gaskets, lubricants) as per

drawing, sectional hydro

testing of the sewer pipe

line (including cost and

conveyance of water to site

for testing) etc., complete

as per specification and / or

as directed by

Engineer.250 mm internal

diameter

112.50 mtr 804.00 90450

8

Providing granular bedding

having width = outer dia of

pipe (Bc) + 500mm,

thickness below pipe =

0.25Bc or 100mm

(whichever is higher) and

haunching = 0.5Bc, with

graded hard crusher broken

stone of 100% passing

through 20mm sheive, 20 to

50 % passing through

10mm sheive and 100 %

retain on 6.3mm sheive,

laying in layers of thickness

10/15cm including

ramming, consolidation etc

complete for all type of

pipes of following sizes as

per drawing and

or as directed by Engineer..

250mm nominal dia

112.50 mtr 149.00 16762.5

917.7

2.1

Supplying & fixing 560mm

dia SFRC manhole frame &

cover as per IS : 12592-

2002 in existing manholes

including grouting the

frame in PCC M-15

complete in all respect as

directed by the

Engineer.HD-20

25.00 each 2400.00 60000

101.1.

3


mechanical,transport,

including loading,

unloading and stacking

Sand, bazri, ballast, kankar

for lead 5 Km

296.62 Cum 132.00 39153.84

11

P&F rigid PVC Pipe

(IS:4985 mark) class II(4

Kg. /Cm.) approved

quality /make including

joining the pipe with

solvent cement rubber

ring and lubricant

110mm dia

25.00 mtr 251.00 6275

12

Construction of chamber

in all type of soil with

300 mm thick masonry in

Cm 1:6 m 100mm thick

C.C. 1:5:10 in

foundation, 20mm thick

insider plaster in Cm 1:6,

finished with floating

neat cement, 50mm thick

M-15 grade C.C. flooring

, earthwork etc. complete

as per design including

disposal of surplus earth

within a lead of 50 mtr.

Inside size 300x300mm

depth upto 0.5m & 5Kg

C.I. cover with frame

30.00 each 539.00 16170

13

Supplying and fixing

Soorsagar Bhura or

Equivalent ashlar sills,

lintels and dassa,

bearing, bed & top

surface made perfenctly

even, jambs, skirting

steps etc. rough dressed:

Upto 15 cm. thick

2.16 Cum 4475.00 9666

14

Providing and laying in

position cement concrete

of specified grade

excluding the cost of

centring and shuttering -

All work upto plinth

level : 1:2:4 (1 cement : 2

coarse sand : 4 graded

stone aggregate 20 mm

nominal size)

5.40 Cum 4280.00 23112

758776

Note njs pkj ekg rd ekU; gksxhA l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA






Signature of Contractor Executive Engineer

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA (Above)

dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA

Total G Schedule

NIT No. ………………………… Date ………………………… Sr. No. ……………………………..



Copy Issued to M/s. …………………………………………………….

S

.No

.

Ite

m

No.

Particulars Qty. Unit Rate Amount

2

Dismantling of existing structures

like culverts, bridges, retaining

walls, CC road and other structure

comprising of masonry, cement

concrete, wood work, steel work,

including T&P and scaffolding

wherever necessary, sorting the

dismantled material, disposal of

unserviceable material and stacking

the serviceable material with all lifts

and lead of 50 metres as directed

by Engineer.

2.4

.1

Cement Concrete Grade M-15 and

above and PCC blocks106.65 Cum

112.00 Cum

Total 218.65 Cum 427.00 93364

2.4

.2

Lime Concrete, cement concrete

grade M-10 (1:5:10) and below106.65 Cum

112.00 Cum

Total 218.65 Cum 428.00 93582



Name of Work - Construction Of CC Road at Ward no.49 Jilani Masjid and near

Aanand Vilas

1

G-SCHEDULE

2 9



prepared sub-grade with coarse

and fine aggregate conforming to

IS: 383, the size of coarse

aggregate not exceeding 25 mm,

aggregate cement ratio not to

exceed 15:1, aggregate gradation

after blending to be as per table 600-

1, cement content not to be less

than 150 kg/ cum, optimum



concrete strength not to be less

than 10 Mpa at 7 days, mixed in

concrete mixer, laid manualy,

compacted with surface vibrator,

finishing and curing complete as per

clause 601, 112 of MoRT&H

specification including all material,

labour, machinery, lighting,

guarding and maintenance of

diversion

106.65 Cum

112.00 Cum

Total 218.65 Cum 2300.00 502895

39.5

.1




pavement over a prepared sub base

with



maximum size of coarse aggregate

not exceeding 25 mm, mixed as

per approved mix design, laid,

spread, compacted and finished in a


provision of contraction, expansion,

construction and longitudinal joints

etc including all material, labour,


maintenance of diversion. PCC M-

20

106.65 Cum

112.00 Cum

218.65 Cum 4570.00 999230.5

417.

72.

1

Supplying & fixing 560mm dia

SFRC manhole frame & cover as

per IS : 12592-2002 in existing

manholes including grouting the

frame in PCC M-15 complete in all

respect as directed by the

Engineer.HD-20

20.00 each 2400.00 48000

51.1

.3



loading, unloading and stacking

Sand, bazri, ballast, kankar for lead

5 Km

429.40 Cum 132.00 56680.8

Total 1793752

17.94








Junior Engineer Assistant Engineer Executive Engineer

Jodhpur Nagar Nigam Jodhpur Nagar Nigam Jodhpur Nagar Nigam

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- (Above)


NIT No. ………………………… Date …………………………Sr. No. ……………………………..



Copy Issued to M/s. …………………………………………………….

S

.No.

Item


2.4

Dismantling of existing

structures like culverts,

bridges, retaining walls,

CC road and other

structure comprising of

masonry, cement

concrete, wood work, steel

work, including T&P and

scaffolding wherever

necessary, sorting the

dismantled material,

disposal of unserviceable

material and stacking the

serviceable material with

all lifts and lead of 50

metres as directed by

Engineer.

2.4.1

Cement Concrete Grade

M-15 and above and PCC

blocks

22.75 Cum

2.64 Cum

16.80 Cum

9.80 Cum

21.25 Cum

11.42 Cum

13.20 Cum

22.50 Cum

G-SCHEDULE



Name of Work - Construction Of Sewerage and CC Road at Ward no.49

Udaymandir Harijan Basti

1

Total 120.36 Cum 427.00 51394

2.4.2

Lime Concrete, cement

concrete grade M-10

(1:5:10) and below

(Quantity as above)

120.36 Cum 428.00 51514

2 4.2.1

Earth work in excavation

for roadway, including

trimming bottom and side

slopes in accordance with

requirement of line,

grades and cross

sections, including

disposal of surplus

material with all lift and

lead upto 1000 metre as

per MoRT&H specification

clause 301. In all type of

soil .

367.56 Cum

4.2.2 187.20 Cum

Total 554.76 Cum 145.00 80440.2

3 9.3

Providing and laying lean

cement concrete 1:4:8 in

Sub- base over a

prepared sub-grade with

coarse and fine aggregate

conforming to IS: 383, the

size of coarse aggregate

not exceeding 25 mm,

aggregate cement ratio

not to exceed 15:1,

aggregate gradation after

blending to be as per table

600-1, cement content not

to be less than 150 kg/

cum, optimum moisture

content to be determined

during trial length

construction, concrete

strength not to be less

than 10 Mpa at 7 days,

mixed in concrete mixer,

laid manualy, compacted

with surface vibrator,

finishing and curing

complete as per clause

601, 112 of MoRT&H

specification including all

material, labour,



of diversion

120.36 Cum

18.72

Total 139.08 Cum 2300.00 319884

4 9.5.1

Providing and laying un-

reinforced, plain cement

concrete mix with


pavement over a prepared

sub base with

43 grade cement , coarse

and fine aggregate

conforming to IS: 383,

maximum size of coarse

aggregate not exceeding

25 mm, mixed as

per approved mix design,

laid, spread, compacted

and finished in a

continuous operation

including provision of

contraction, expansion,

construction and

longitudinal joints etc

including all material,

labour,



of diversion. PCC M-20

120.36 Cum

Total 120.36 Cum 4570.00 550045.2

525.1.

1

Random rubble masonry

with hard stone in

foundation and plinth

Cement mortar 1:6 (1

cement : 6 coarse sand)

67.76 Cum 3190.00 216144.9576

632.3.

2

Cement plastering

including T&P, scaffolding,

material and complete

labpour, including cost of

water, curing, racking of

joints etc. with 20 mm

cement plaster of mix :1:4

(1 cement : 4 fine/ coarse

sand)

178.31 Sqm 210.00 37444.68

717.1

8.3

Providing at site, lowering

& laying in trenches,

aligning & jointing of RCC

pipes NP4 class (with s/s

ends) IS: 458 - 2003

(amended up to date)

marked and pipes from

300 mm and upto 1800

mm manufactured through

vertical casting process at

all depths with Rubber

gaskets (EPDM/SBR) for

sewer lines as per IS:

5382

(including cost of Rubber

gaskets, lubricants) as per

drawing, sectional hydro

testing of the sewer pipe

line (including cost and

conveyance of water to

site for testing) etc.,

complete as per

specification and / or as

directed by Engineer.250

mm internal diameter

306.30 mtr 804.00 246265.2

9

Providing granular bedding

having width = outer dia of

pipe (Bc) + 500mm,

thickness below pipe =

0.25Bc or 100mm

(whichever is higher) and

haunching = 0.5Bc, with

graded hard crusher broken

stone of 100% passing

through 20mm sheive, 20

to 50 % passing through

10mm sheive and 100 %

retain on 6.3mm sheive,

laying in layers of

thickness 10/15cm

including ramming,

consolidation etc complete

for all type of pipes of

following sizes as per

drawing and

or as directed by Engineer..

250mm nominal dia

306.30 149.00 45638.7

1117.7

2.1

Supplying & fixing 560mm

dia SFRC manhole frame

& cover as per IS : 12592-

2002 in existing manholes

including grouting the

frame in PCC M-15

complete in all respect as

directed by the

Engineer.HD-20

50.00 each 2400.00 120000

12 1.1.3


mechanical,transport,

including loading,

unloading and stacking

Sand, bazri, ballast,

kankar for lead 5 Km

795.48 Cum 132.00 105003.36

13

P&F rigid PVC Pipe

(IS:4985 mark) class

II(4 Kg. /Cm.) approved

quality /make including

joining the pipe with

solvent cement rubber

ring and lubricant

110mm dia

50.00 mtr 251.00 12550

14

Construction of chamber

in all type of soil with

300 mm thick masonry

in Cm 1:6 m 100mm

thick C.C. 1:5:10 in

foundation, 20mm thick

insider plaster in Cm

1:6, finished with

floating neat cement,

50mm thick M-15 grade

C.C. flooring ,

earthwork etc. complete

as per design including

disposal of surplus earth

within a lead of 50 mtr.

Inside size 300x300mm

depth upto 0.5m & 5Kg

C.I. cover with frame

50.00 each 539.00 26950

13

Supplying and fixing

Soorsagar Bhura or

Equivalent ashlar sills,

lintels and dassa,

bearing, bed & top

surface made perfenctly

even, jambs, skirting

steps etc. rough dressed:

Upto 15 cm. thick

5.62 Cum 4475.00 25131.6

14

Providing and laying in

position cement

concrete of specified

grade

excluding the cost of

centring and shuttering -

All work upto plinth

level : 1:2:4 (1 cement :

2 coarse sand : 4 graded

stone aggregate 20 mm

nominal size)

14.04 Cum 4280.00 60091.2

1948497








Total G Schedule

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA (Above)


NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….

S

.No

.

Item


2.4

Dismantling of existing structures like

culverts, bridges, retaining walls, CC

road and other structure comprising of

masonry, cement concrete, wood work,

steel work, including T&P and

scaffolding wherever necessary,

sorting the dismantled material,

disposal of unserviceable material and

stacking the serviceable material with

all lifts and lead of 50 metres as

directed by Engineer.

2.4.

1

Cement Concrete Grade M-15 and

above and PCC blocksCum

Total 111.11 Cum 427.00 47444

OFFICE OF THE MUNICIPAL CORPORATION, JODHPUR


Name of Work - Construction Of Sewerage and CC Road at Various Ward of Sardarpura First

Constituency

1

G-SCHEDULE

Sr. No. ……………………………..


Cr. No. ………………. Date …………..

2.4.

2

Lime Concrete, cement concrete grade

M-10 (1:5:10) and belowCum

Total 111.11 Cum 264.00 29333

24.2.

1

Earth work in excavation for roadway,

including trimming bottom and side

slopes in accordance with requirement

of line, grades and cross sections,

including disposal of surplus material

with all lift and lead upto 1000 metre as

per MoRT&H specification clause 301.

In all type of soil .

Cum

4.2.

2Cum

Total 526.80 Cum 145.00 76386

3 9.3



prepared sub-grade with coarse and

fine aggregate conforming to IS: 383,

the size of coarse aggregate not

exceeding 25 mm, aggregate cement

ratio not to exceed 15:1, aggregate

gradation after blending to be as per

table 600-1, cement content not to be

less than 150 kg/ cum, optimum



concrete strength not to be less than 10

Mpa at 7 days, mixed in concrete

mixer, laid manualy, compacted with

surface vibrator, finishing and curing

complete as per clause 601, 112 of

MoRT&H specification including all

material, labour, machinery, lighting,

guarding and maintenance of diversion

Cum

Total 111.11 Cum 2300.00 255553

49.5.

1



Concrete Mixer & vibrator pavement

over a prepared sub base with



maximum size of coarse aggregate not

exceeding 25 mm, mixed as

per approved mix design, laid, spread,

compacted and finished in a


provision of contraction, expansion,

construction and longitudinal joints etc

including all material, labour,


maintenance of diversion. PCC M-20

Cum

Total 111.11 Cum 4570.00 507772.7

525.1

.1

Random rubble masonry with hard

stone in foundation and plinth Cement

mortar 1:6 (1 cement : 6 coarse sand)

13.03 Cum 3190.00 41566.338

632.3

.2


scaffolding, material and complete

labpour, including cost of water, curing,

racking of joints etc. with 20 mm

cement plaster of mix :1:4 (1 cement : 4

fine/ coarse sand)

34.29 Sqm 210.00 7200.9

717.1

8.3

Providing at site, lowering & laying in

trenches, aligning & jointing of RCC

pipes NP4 class (with s/s ends) IS: 458

- 2003 (amended up to date) marked

and pipes from 300 mm and upto 1800

mm manufactured through vertical


Rubber gaskets (EPDM/SBR) for sewer

lines as per IS: 5382


lubricants) as per drawing, sectional

hydro testing of the sewer pipe line

(including cost and conveyance of

water to site for testing) etc., complete

as per specification and / or as directed

by Engineer.250 mm internal diameter

100.00 mtr 804.00 80400

8

















100.00 mtr 1060.00 106000

















50.00 mtr 2290.00

















50.00 mtr 3550.00

















50.00 mtr 4430.00

9



500mm, thickness below pipe = 0.25Bc

or 100mm (whichever is higher) and

haunching = 0.5Bc, with graded hard

crusher broken stone of 100% passing

through 20mm sheive, 20 to 50 %

passing through 10mm sheive and 100

% retain on 6.3mm sheive, laying in

layers of thickness 10/15cm including

ramming, consolidation etc complete for

all type of pipes of following sizes as

per drawing and


nominal dia

100.00 mtr 149.00 14900

10













per drawing and


nominal dia

100.00 mtr 170.00 17000













per drawing and


nominal dia

50.00 mtr 289.00 14450













per drawing and


nominal dia

50.00 mtr 404.00 20200













per drawing and


nominal dia

50.00 mtr 477.00 23850

1117.7

2.1


manhole frame & cover as per IS :

12592-2002 in existing manholes

including grouting the frame in PCC M-

15 complete in all respect as directed

by the Engineer.HD-20

36.00 each 2400.00 86400

121.1.

3



loading, unloading and stacking Sand,

bazri, ballast, kankar for lead 5 Km

749.02 Cum 132.00 98870.64

13

P&F rigid PVC Pipe (IS:4985 mark)

class II(4 Kg. /Cm.) approved

quality /make including joining the

pipe with solvent cement rubber

ring and lubricant 110mm dia

66.00 mtr 251.00 16566

14

Construction of chamber in all type

of soil with 300 mm thick masonry

in Cm 1:6 m 100mm thick C.C.

1:5:10 in foundation, 20mm thick

insider plaster in Cm 1:6, finished

with floating neat cement, 50mm

thick M-15 grade C.C. flooring ,

earthwork etc. complete as per

design including disposal of surplus

earth within a lead of 50 mtr. Inside

size 300x300mm depth upto 0.5m &

5Kg C.I. cover with frame

50.00 each 539.00 26950

13

Supplying and fixing Soorsagar


lintels and dassa, bearing, bed & top

surface made perfenctly even,

jambs, skirting steps etc. rough

dressed: Upto 15 cm. thick

1.08 Cum 4475.00 4833

Providing and constructing of RR

stone masonry circular manholes

of "Type-A" with internal dia 0.90m

and depth upto 1.65m having

300mm thick RR stone masonry

wall in cement sand mortar 1:4,

including concreting PCC M-10

grade (1:4:8) for 225mm thick

foundation including curing

compaction and form work etc

complete, PCC M15 for benching

and channel portion, RCC M20 for

200mm thick cover slab including

reinforcement, PCC M20 for fixing

the manhole frame and cover using

stone aggregate 20mm nominal

size, 20mm thick inside and outside

plaster in C. M. 1:3, inside

plaster finished with floating coat of

neat cement, vata in CM1:1

around pipe entering and leaving the

manhole and also at the junction of

masonry and concrete slab,

providing and fixing of SFRC

foot steps of approved make at

every 0.30m height fixed in CM 1:3,

supplying and fixing heavy duty

SFRC manhole frame and cover as

per IS 12592 (Part I and II) having

clear opening of 560mm,

including refilling of Jhiri, including

curing, watering, ramming, hydro

testing of manhole, conveyance &

cost of water, and dewatering

complete as directed by the

Engineer. Manhole "Type-A" of

depth 0.90 m

42.00 Each 12500.00 525000

2000676



I/We agree to execute the above work @………………% above/below (in figure)

(In word ……………………………..………………………% above/below)

TOTAL G SCHEDULE

dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks



NIT No. ………….. date …………… Sr No. ……..Sr No. ……..

Last Date of Sale :- Earnest Money : Rs. ………..

Date of Receipt :- CR No. …………… Dated. …….

Copy issued to M/s ……


Demolishing cement concrete manually/

by mechanical means including disposal

of material within 50 metres lead as per

direction of Engineer-in-charge.

Nominal concrete 1:3:6 or richer mix (i/c

equivalent design mix). 63.00 cum 729.00 45927.00

1:4:8 or leaner mix 63.00 cum 447.00 28161.00

Providing and fixing of reinforced Ferro-

Cement drain covers designed for 'A'

class loading duly marked on cover with

adequate steel reinforcement having

thickness 75mm to 150mm anti corrosive

bitumen painted M.S. plate , Rim and

M.S. lifting hooks, Admixtures like

plasticizer, bond improving compound,

shrinkage, resistance compound,

abrasion resistant complete as per

approved design etc

Standard Size 2100x500mm for span

1201 to 1500mm 10.00 mt 2080.00 20800.00


manhole frame & cover in existing

manholes including grouting the frame in

PCC M-15 complete in all respect as

directed by the Engineer.

HD-20 40.00 each 2510.00 100400.00

7 Silt clearance of drains, channels and

canals with lift 1.5 Mtr. and lead up to

50Mtr. 180.00 Cum. 185.00 33300.00

Add extra rate for quantities of works

executed (respective applicable rates):

(b) In or under foul conditions. 180.00 Cum. 15.75 2835.00

6

8

JODHPUR NAGAR NIGAM, JODHPUR

Name of Work-In ward 44Nallha Reparing and Construction work From Charan sabha

Bhawan to Poata C Road

2

5

G-SCHEDULE

13


Supplying and fixing Soorsagar Bhura or

Equivalent ashlar sills, lintels and dassa,

bearing, bed & top surface made

perfenctly even, jambs, skirting steps etc. 27.00 Cum. 4475.00 120825.00

53.46 cum 3060.00 163587.60


trenches, aligning & jointing of

RCC pipes NP4 class (with s/s ends) IS:

458 - 1988 (amended up to

date) marked and pipes from 300 mm

upto 2000 mm manufactured

through vertical casting process all levels

with Rubber gaskets

(EPDM/SBR) for sewer lines as per IS:

5382 (including cost of

Rubber gaskets lubricants) as per

drawing, sectional testing of the

sewer pipe line (including cost and

conveyance of water to site) etc.,

complete as directed by Engineer.

Note : E/w to be measured and paid

separately 1000 mm internal diameter

300.00 mt 5970.00 1791000.00

171.00 14774.40

11 Plastering with cement mortar (1:3) on

Brick/stone work in substructure/ super

structure at any height complete as per

clause 1312 of MoRT&H specification

including all material, labour, scaffolding

etc. 20 mm plaster on stone work 86.40 Sqm.

3160.00 113760.00

10 Random Rubble stone masonary for

foundation and plinth in Cement Sand

Mortar above 30 Cm. thick wall IS 1597

(Part-I) 1992 in : Cement Mortar 1:4 (1-

Cement:4-Sand). 53.46


concrete including curing compaction etc.

of specified grade excluding the cost of

centering and shuttering All up to plinth

level 1:4:8 (1Cement :4 Course Sand :8

Graded stone aggregate 40 mm nominal

size (Crusher Broken) 36.00 Cum.

13


Providing and laying in position cement

concrete of specified grade excluding the

cost of centring and shuttering - All work

upto plinth level :

1:1½:3 (1 Cement : 1½ coarse sand : 3

graded stone aggregate 20

mm nominal size).

14 Transportation or excavated earth with all

leads and lifts. 306.00 Cum. 66.50 20349.00

2504544.00

48825.00

say 25 lac

13

10.50 CUM 4650.00

13

p

10 fu"iknu lqj{kk jkf'k 10 izfr'kr e; vuqcU/k ds tek djkuk gksxk A

EXECUTIVE ENGINEER

NAGAR NIGAM, JODHPUR.

I/We hereby agree to do the above work @ ___________ Above/below the "G" Schedule.

5-Vad.k =qVh dh voLFkk esa lEcfU/kr jsV ekU; gksxhA6- dk;Z djus ls iqoZ ,oa dk;Z djus ds Ik'pkr dk;Z LFky dh QksVks@fofM;ksxzkQh lhMh vko';d :i ls dk;kZy; esa tek djkus gksaxsaA7- nks"k fuokj.k vof/k fu;ekuqlkj jgsxh A8- njsa 4 ekg rd ekU; jgsxh9 l'krZ fufonk Lohdkj ugha gksxh A

1- lHkh izdkj ds dj ¼VSDl½ laosnd }kjk gh ogu fd;s tk;sxsaA2- dk;Z LFky ij Jfed o lkexzh dh lqj{kk dh ftEesokjh laosnd dh gksxhA3-th-lkj.kh esa of.kZr dk;ksZ ds vfrfjDr o vf/kd dk;Z laosnd }kjk nh xbZ njksa ds vk/kkj ij 4-dk;Z LFky ij dk;Z laEcaf/kr lwpuk,a n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk

13

NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….


1 Earth work in excavation in foundation

trenches or drains including dressing of

sides and ramming of bottoms, lift up to

1.5 Mtr. including taking out the

excavated soil and depositing and

refilling of jhiri with watering & ramming

and disposal of surplus excavated soil as

directed within a lead of 50 meter. All

kinds of soil. 20.00 Cum. 159.00 3180.00


concrete including curing compaction

etc. of specified grade excluding the cost

of centering and shuttering All up to

plinth level 1:4:8 (1Cement :4 Course


nominal size (Crusher Broken)

10.00 Cum. 2755.00 27550.00


concrete including curing compaction

etc. of specified grade excluding the cost

of centering and shuttering All up to

plinth level IS 456-2000 : 1:1.5:3

(1Cement :1.5 Course Sand :3 Graded

stone aggregate 20 mm nominal size

5.00 Cum. 4066.00 20330.00


foundation and plinth in Cement Sand

Mortar above 30 Cm. thick wall in :

Cement Mortar 1:4 (1-Cement:4-Sand).

10.00 Cum. 3122.00 31220.00


superstructure above plinth level one

storey height above 30 Cm. thick walls in

: Cement Mortar 1:4 (1-Cement:4-Sand).

40.00 Cum. 3704.00 148160.00

JODHPUR NAGAR NIGAM

NAME OF WORK- development work in parks at varios places of

Sardarpura zone

G-SCHEDULE

Sr. No. ……………………………..


Cr. No. ………………. Date …………..

14


6 Plaster on new surface on walls in

cement sand mortar 1:4 including raking

of joints etc. complete fine finish: 25 mm

thick. 800.00 Sqm. 204.00 163200.00

7 Supplying and fixing Soorsagar


lintels and dassa, bearing, bed & top

surface made perfenctly even, jambs,

skirting steps etc. rough dressed: 1.00 Cum. 4475.00 4475.00

8 Providing and fixing steel gate

grating and grills made of angles,

tees, square bars or other flats black

pipe with holdfast and fittings

complete as per design and drawing

including cutting welding and

fabrication with priming coat of red 940.00 kg 89.00 83660.00

9 Providing and Laying of Interlocking

Concrete Block Pavements having

thickness 80 mm as per drawings

and Technical Specification Clause

1504. Categpru 'B' Denated only two

sides like I,Z,T, shape etc. as per

IRC SP 63:2004

100.0 Sqm 932 93200.00

10 Supply and Fixing of Machine Cut

Jodhpur sand stone Kerb Stone fixed

in white cement sand mortar 1:4 with

pigment including E/W 10cm wide 40

cm. hight. 20.0 mtr. 714 14280.00

11 Excavation for roadwork in soil

including cutting, trimming bottom

and side slopes, in accordance with

requirements of lines, grades and

cross-sections, and disposal to the

embankment location with a lift upto

1.5 m and lead upto 100 m as per

Technical Specification Clause 302.3

50.00 Cum. 31.00 1550.00

12 Pointing on stone masonary in cement

sand mortar 1:3 (1-Cement:3-Sand) :

Deep grooved pointing 600.00 Sqm 105 63000.00

13 Distempering with oil bound washable

distemper of approved brand and

manufacture to give an even shade

including all scaffolding : New work

(two or more coats) over and including

scrapping and priming coat with cement

primer.2500.00 sqm 66.70 166750.00



unloading stacking etc complete with all

lead & lifts 5Km 120.00 Cum. 66.50 7980.00

828535.00

828535.00

h schedule

Total

Grand Total

14


1 ornamental rajasthan art mandans work

on prepared surface of walls as per

design,colour and shade complete in all

respect as per direction of engineer in

charge 800 sqm 0.00

2 painting different images in rajasthan

pattern buildings,people,animals, sbm

pictures on prepared surface of walls as

per direction of engineer in charge 800 sqm 0.00

0.00






Signature of Contractor Executive Engineer,

th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks (Below) njs gh

14

NIT No. ………………………… Date …………………………



Copy Issued to M/s. …………………………………………………….

S

.No.

Ite

m

No.

Particulars Qty. Unit Rate Amount

2

Dismantling of existing structures like

culverts, bridges, retaining walls, CC road

and other structure comprising of masonry,

cement concrete, wood work, steel work,

including T&P and scaffolding wherever

necessary, sorting the dismantled material,

disposal of unserviceable material and

stacking the serviceable material with all

lifts and lead of 50 metres as directed by

Engineer.

2.4

.1

Cement Concrete Grade M-15 and above

and PCC blocks 90.00 Cum

Total 90.00 Cum 427.00 38430

OFFICE OF THE MUNICIPAL CORPORATION, JODHPUR

ESTIMATE

Name of Work - Laying of Interlocking Tiles at Ward 45 near Umaid Stadium Parking Area

1

G-SCHEDULE

Sr. No. ……………………………..


Cr. No. ………………. Date …………..

2.4

.2

Lime Concrete, cement concrete grade M-

10 (1:5:10) and below(Quantity as above) 90.00 Cum 264.00 23760

2 9

Providing and laying lean cement concrete

1:4:8 in Sub- base over a prepared sub-

grade with coarse and fine aggregate

conforming to IS: 383, the size of coarse

aggregate not exceeding 25 mm, aggregate

cement ratio not to exceed 15:1, aggregate

gradation after blending to be as per table

600-1, cement content not to be less than

150 kg/ cum, optimum moisture content to

be determined during trial length

construction, concrete strength not to be

less than 10 Mpa at 7 days, mixed in

concrete mixer, laid manualy, compacted

with surface vibrator, finishing and curing

complete as per clause 601, 112 of

MoRT&H specification including all

material, labour, machinery, lighting,

guarding and maintenance of diversion

90.00 Cum 2300.00 207000

3 9

Providing and fixing of precast concrete

interlocking tiles of desired

shape of M 30 grade manufactured from

fully computerized

automatic stationery hydraulic viebro

pressed machine and fully

computerized automatic batching plant of

class A1/A2 as per BS

6717:2001. The CC interlocking paving

blocks be laid on average

50mm. thick bed of coarse sand and the

joint is to be filled with fine

sand. Laying procedure on compacted sub-

base as defined.

Complete job is to be executed as per the

instruction of Engineer

incharge. The rates to be inclusive of all

lead & Lifts etc. complete as

per specifications. Tensile splitting strength,

abrasion and braking

load etc. as per BS 6717:2001, Grey

cement.100mm thick 900.00

Total 900.00 Sqm 641 576900

41.1

.3


mechanical,transport, including loading,

unloading and stacking Sand, bazri, ballast,

kankar for lead 5 Km

180.00 Cum 132.00 23760

TOTAL 869850

Note njs pkj ekg rd ekU; gksxhA l'krZ fufonk Lohdkj ugha gksxhA dk;Z LFky ij dk;Z lEcfU/kr lwpuk n'kkZus okyk cksMZ laosnd dks Lo;a ds Lrj ij yxkuk gksxkA dk;Z izkjEHk djus ls iwoZ dh dk;ZLFky ds QksVksxzkQ@fofM;ksxzkQh ysdj dk;kZy; esa tek djokuk vko';d gksxkA dk;Z iw.kZ djus ds i'pkr iw.kZ dk;Z ds QksVksxzkQ@fofM;ksxzkQh Hkh tek djokus gksxsA th&f'kM~;wy esa enokj njs ekU; ugha gksxhA th- lkj.kh ij izfr'kr ,ckÅ (Above) vFkok fcyks (Below) njs gh






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