NTPC LIMITED · 1.4. Carrying out initial lateral load test on cast trial pile of 1000 mm dia as...

NTPC LIMITED

TENDER AND CONTRACT DOCUMENT

FOR

NAME OF WORK: Bridge, Buildings, Workshop and Associated Electrical Works for Railway Siding and MGR System of NTPC, Vindhyachal Stage – IV (Package-3)

TENDER NO.: RITES/RPO-LKO/5904/NTPC/Vindhyachal/Package-3/1

PART 2 – FINANCIAL BID

(A Govt. Of India Enterprise)

Regional Project Office 13 Km. Milestone, NH-24 Lucknow – Sitapur Road

Lucknow – 227208 Tender Document issued to _____________________ (Name of Tenderer) _____________________ (Address of Tenderer) Signature of Officer issuing the document with Designation and Date of issue ______________

TENDER NO.:RITES/RPO-LKO/5904/NTPC/Vindhyachal/Package -3 /1

SCHEDULE

TOTAL QUOTED

AMOUNT IN FIGURES

( Rs.)

1

2

In Figures In Words

3 Buildings & Workshop 108733500

4 Electrical Works 32468677

5 CPWD - DSR Items 1000000

(a) In Figures

(b) In Words

(I) SIGNATURE OF AUTHIRISED SIGNATORY OF TENDERER

(II) NAME OF SIGNATORY

(III) SEAL OF TENDERER

(IV) DATE

(V) PLACE

PART - 2

SCHEDULE (BILL) OF QUANTITIES

(A) ITEM RATE

(B) PERCENT RATE

Percentage above (+) or below (-) or

at par of Estimated Cost

Bridge Works

Steel Works

DESCRIPTION

(A) TOTAL

Estimated Cost

(Rs.)

UNCONDITIONAL REBATE

TOTAL OF ALL SCHEDULES (1) TO (5) AFTER APPLYING REBATE IN RUPEES

ABSTRACT OF COST

TOTAL OF ALL SCHEDULES (1) TO (5) IN RUPEES (A + B)

(B) TOTAL

1


In Figures In Words

1.1 Earthwork in excavation in foundation up to required levels in all type of strara

(excluding hard rocks), dewatering of sub soil water, under ground

water/sewerage by using pumps and refilling of excavated soil in layers not

exceeding 20 cm in depth and consolidating it by ramming and watering. The

item is inclusive of disposal of surplus earth upto lead of 100 Mtr. including all

lifts, ascends, descends, crossings of nallahs and tracks or any other obstruction

as per directions of Engineer-in-Charge.

CUM 3050

1.2 Boring, providing and installing Bored Cast-in-situ reinforced cement concrete

pile of 1000 mm diameter in all classes of soil and under sub-soil water if met

with as per approved plan & specifications. The item includes boring with

bentonite solution and temporary casing of appropriate length for setting out and

removal of same. The cement concrete shall be machine batched & machine

mixed design mix of M-30 grade. The item also includes the use of Admixtures in

recommended proportions as per IS:9103 to accelerate/retard setting of concrete,

improve workability without impairing strength and durability as per direction of

Engineer-in-charge. The item includes lowering of reinforcement cage, pouring

cement concrete using tremie pipe including removing and breaking of laitance

and week concrete above cut of level as per IS:2911(Pt-1),Sec-2 including

bailing/pumping of water if required. Extra 1.0 Mt. concreting to be done above

cut of level for which no extra payment will be made. The item includes the

dismantling of the extra concrete. The item excludes providing of steel

reinforcement which will be paid separately under relevant item of BOQ.

Note: Payment shall be made only from founding level to the cut off level.

Metre 2490

SCHEDULE - 1

BRIDGE WORKS

UnitDescription of ItemItem

No. Unit Rate (Rs.)

Quoted

Amount in

Figures (Rs.)

Quantity

2



No. Unit Rate (Rs.)

Quoted

Amount in

Figures (Rs.)

Quantity

1.3 Carrying out Initial cyclic vertical load test on cast trial pile of 1000 mm dia as

per IS: 2911 Part- 4 for safe load of 200 tonnes on pile. The item includes

arranging of Kentledge, loading & unloading, fixing instruments etc. and

submission of test reports in three copies as a complete job.

The construction of Trial pile shall be paid under the relevant Item. The item

shall include the preparation of pile head. Nothing extra shall be paid for

excavation and other preparatory works whatsoever, if required.

Nos 1

1.4 Carrying out initial lateral load test on cast trial pile of 1000 mm dia as per

IS:2911 Part - 4 for safe load of 10 tonnes on pile. The item includes arranging

of Kentledge, loading & unloading, fixing instruments etc. and submission of test

reports in three copies as a complete job.The construction of trial pile and

reaction pile shall be paid-under the relevant Item. Nothing extra shall be paid

for excavation and other preparatory works whatsoever, if required.

Nos 1

1.5 Carrying out routine vertical load test on cast working pile of 1000 mm dia as

per IS:2911 Part-4 for safe load of 200 tonnes on pile. The item includes

arranging of Kentledge, loading & unloading, fixing instruments etc. and

submission of test reports in three copies as a complete job. The item shall

include the preparation of pile head. Nothing extra shall be paid for excavation

and other preparatory works whatsoever, if required. Nos 2

1.6 Carrying out routine lateral load test on cast working pile of 1000 mm dia as per

IS:2911 Part-4 for safe load of 10 tonnes on pile. The item includes

arranging Kent ledge, loading & unloading, fixing instruments etc. and

submission of test reports in three copies as a complete job.

Nothing extra shall be paid for excavation and other preparatory works

whatsoever, if required.Nos 2

3



No. Unit Rate (Rs.)

Quoted

Amount in

Figures (Rs.)

Quantity

1.7 Providing and laying in all works in position machine batched, machine mixed

and machine vibrated design mix cement concrete of specified grade using

Ordinary Portland Cement, 20 mm crushed stone aggregate and coarse sand of

specified grade for PCC/RCC structural elements as per IRS Concrete Bridge

code at all levels. The item includes all materials, pumping of concrete to site of

laying, centering, shuttering, scaffolding, strutting, propping and removal of form

work, finishing and curing. The item also includes providing of Admixtures in

recommended proportions as per IS: 9103 to accelerate/retard setting of

concrete, improve workability without impairing strength and durability as per

direction of Engineer-in-charge. The item excludes providing of steel

reinforcement which will be paid for separately under relevant item.

(a) M-20 CUM 1

(b) M-25 CUM 75

( c ) M-30 CUM 310

(d) M-35 CUM 3250

1.8 Providing and laying in all works in position machine batched, machine

mixedand machine vibrated design mix cement concrete of specified grade using

Ordinary Portland Cement, 20/40 mm crushed stone aggregate and coarse sand

of specified grade for PCC elements as per IRS Concrete Bridge code and IS-456

at all levels. The item includes all materials, finishing and curing. The item also

includes providing of Admixtures in recommended proportions as per IS: 9103 to

accelerate/retard setting of concrete, improve workability without impairing

strength and durability as per direction of Engineer-in-charge. The item excludes

providing of steel reinforcement, centering & shuttering which will be paid for

separately under relevant item.

M - 15

CUM 4

4



No. Unit Rate (Rs.)

Quoted

Amount in

Figures (Rs.)

Quantity

1.9 Providing and laying behind abutments, wing walls/return walls, face walls,

retaining walls boulder filling comprising of hand packed boulders and cobbles

(weighing not less than 15 kg each) to specified thickness (not less than 300 mm)

up to full height with smaller size towards the back complete as per drawing,

specification and as per direction of Engineer-in-Charge including leads, lifts,

handling & rehandling of stones, crossing of track etc as complete job.

CUM 310

1.10 Providing and laying behind boulder filling, back fill materials consisting of

granular materials of classification GW, GP,SW groups as per IS 1498 in layers

not exceeding 150mm thickness up to full height duly compacted with plate

vibrators to achieve a relative density of 70% determined in accordance with IS

2720 (Part XIV) including benching in approach embankment to provide proper

bonding.CUM 750

1.11 Providing hand packed stone pitching over ground or embankment in slope with

boulders weighing between 30Kg to 50Kg. The gaps shall be filled with smaller

stones making on top of surface of pitching smooth and plane including grouting

the joints with cement mortars 1:6 ( 1 cement : 6 coarse sand) complete in all

respects including all lead and lit, crossing of track etc as complete job.

CUM 300

1.12 Providing weep holes in RCC abutments, wing walls/return walls, face wall,

retaining wall with 75 mm dia PVC pipe 3 mm thick, extending through the full

width of the structure with slope. The rate includes the cost of all materials,

labour, tools and plants etc. complete as per drawing and technical

specifications. PVC pipe used shall be taken in accordance with IS: 4984-1995.

Metre 800

1.13 Applying two coats of ready mixed black bitumen confirming to IS:158 standard

on exposed surface of RCC box shell viz on top of box and on exposed surfaces of

wall in contact with the soil with all materials, labour, tools and plants,

equipment etc. complete as per drawing as directed by the Engineer in charge.

Sqm 3410

5



No. Unit Rate (Rs.)

Quoted

Amount in

Figures (Rs.)

Quantity

1.14 Providing and Launching in position Pre-cast or Cast in situ pre-stressed

concrete girders of 18.3 m span including deck slab (for single track),diaphragm

and ballast retainers etc. as per approved drawing with controlled concrete

design mix of M-50 grade with graded hard stone metal of 20mm nominal size

and fine aggregate of approved quality, supplying, positioning, tensioning of high

tensile wires, providing steel re-inforcement etc. complete. This item will include

cost of all materials, high tensile & HYSD steel and pumping of concrete to site of

laying, centering, shuttering, scaffolding, strutting, propping and removal of form

work, finishing and curing. Deck slab & diapharm will be M-30 as per RDSO

drawing no BA-10233.

NOTE:- Each Span consist two nos. of 18.30M PSC Girders, Deck Slabs,

Diaphgrams and Ballast Retainers etc. complete. Per

Span 12

1.15 Conducting non-destructive load test (as per direction of engineer-in-charge) on

PSC girders as per Indian Railway Standard Bridge Code ( Clause no 18.0).

18.3 m span

Each 1

1.16 Providing and Fixing of Elostomeric Bearing of approved specification of

dimentions 650x450x90 as shown in the RDSOdrawing on.BA- 10233 for 18.3m

PSC girder.

Note:

1. The rate shall include the cost of testing of a sample bearing by the contractor

at its own cost and submission of test certificate from an approved laboratory to

the satisfaction of the Engineer-in-charge.

2. The rate also includes the cost of fixing the bearing in true alingment, level

and position with an approved abhesive (as recommended by the manufacture of

bearing and approved by the Engineer-in-charge.) Each 48

TOTAL

6


In Figures In Words

2.1 Supplying and placing steel reinforcement in RCC consisting

of high yield strength deformed bars of grade Fe 500

Conforming to IS:1786 from primary producers as approved

by Ministry of Steel as per approved drawings. The item shall

be inclusive of cutting, bending, binding with GI binding wire

of 18 Guage, placing in position , all loading, leading,

unloading and stacking of steel reinforcement into

contractor's godown and leading the same to the site of work

with contractor's own labour, machinery, transportation

required for the job including all lead, lits, ascends, descends,

handling, rehandling, crossing of tracks, nallahs, streams

and all other obstructions . The item also includes protective

coating of truncated inhibited cement slurry as per Patent no

109784/67 complete as per direction of Engineer-in-Charge.

(For Bridge = 510.25 MT, & For Building & Workshop =

366.75 MT)

MT 877

SCHEDULE - 2

STEEL WORKS

For Bridge, Buildings & Workshop

Unit Rate (Rs.)

Quoted

Amount in

Figures (Rs.)

Item

No.Description of Item Unit Quantity

7


In Figures In Words

Unit Rate (Rs.)

Quoted

Amount in

Figures (Rs.)

Item


2.2 Fabrication, supplying, erecting and fixing in position pre-

fabricated M.S. tubes to conforming to IS:1161 (latest) of

grade YST-22 trusses including bracing's purlins, cleats,

baseplates, gantry girders holding down bolts and nuts, and

other members manufactured as per approved plans and

based on ISI specifications with one coat of yellow oxide

primer including all fixtures and painting two coats of

synthetic enamel paint of approved quality and shade as

approved by the Engineer including necessary arrangement

like fabricating, welding, supplying, fixing and erecting, the

truss in all respect. providing and removing, scaffolding,

shuttering etc. and use of all tools and plants including

supplying and fixing galvanised bolts, nuts and all other

consumable material with all labour and material at any

height ascends, descends, lead, lift and any other

obstructions whatsoever as a complete job. (Roof sheets shall

be paid separately).

Quintal 2000

2.3 Supplying, Fabricating, erecting and fixing in position

structural steel work rivetted, bolted or welded in single /

built up section,columns, framework, Gantry Girder and

chequered plate in Workshop/Foot Over Bridges including

cutting, hoisting, fixing in position and applying a priming

coat of approved steel primer including all fixtures and

painting two coats of synthetic enamel paint of approved

quality all complete as per directions of Engineers-in-Charge.

Steel to conform to IS : 2062-2011 Grade-"E 250- BR" and

shall be from main producers as approved by Ministry of

Steel.

Quintal 8600

TOTAL

8


In Figures In Words

Unit Rate (Rs.)

Quoted

Amount in

Figures (Rs.)

Item


Notes: for 2.2 & 2.3

a) Payment will be made in stages.

ii) On fabrication, assembling and erection including prime

coat of steel = 30%

b) Contractor will be fully responsible for safe custody of all

fabricated material paid to him, till finally taken over by the

Engineer after erection in final position. He has to make good

any type of loss/damages if occurs at any time without any

extra payment.

(c) All Structural steel/MS-tube shall be from primary

producers as approved by Ministry of Steel.

iii) On final painting two coats of approved shade and make

and finishing = 10%

i) On Supply of steel at site and submission of irrevocable

Bank Guarantee = 60%

9


3.1 1.1.2 Carriage of material by mechanical transport including loading,

unloading and stacking Earth Lead upto 1 KM.Cum 190 106.33 20202.70

3.2 2.25 Filling available excavated earth (excluding rock) in trenches, plinth,

sides of foundations etc. in layers not exceeding 20cm in depth :

consolidating each deposited layer by ramming and watering, lead up to

50 m and lift up to 1.5m. Cum 2075 106.58 221143.13

3.3 2.26.1 Extra for every additional lift of 1.5 m or part thereof in

excavation/banking excavated or stacked materials. All kinds of soil.

Cum 40 43.83 1753.20

3.4 2.27 Supplying and filling in plinth with Jamuna sand under floors including,

watering, ramming consolidating and dressing complete.

Cum 165 885.83 146161.95

3.5 2.28.1 Surface dressing of the ground including removing vegetation and in-

equalities not exceeding 15 cm deep and disposal of rubbish, lead upto

50 m and lift upto 1.5m :

All kinds of Soil.100sqm 1000 1180.83 1180830.00

3.6 4.10 Providing and laying damp-proof course 40 mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5

mm nominal size).Sqm 180 231.63 41693.40

3.7 4.11 Providing and laying damp-proof course 50 mm thick with cement

concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20

mm nominal size).Sqm 20 297.99 5959.80

3.8 4.12 Extra for providing and mixing water proofing material in cement

concrete work in doses by weight of cement as per manufacture's

specification.

per 50

kg

cement 35 46.58 1630.23

DSR 2013

Item No. Unit Rate

(Rs.)

Description of itemItem

No.Unit Quantity Amount in

Figures (Rs.)

SCHEDULE - 3

BUILDINGS & WORKSHOP

ESTIMATE

10


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.9 4.13 Applying a coat of residual petroleum bitumen of grade of VG - 10 of

approved quality using 1.7 kg per square metre on damp proof course

after cleaning the surface with brushes and finally with a piece of cloth

lightly soaked in kerosene oil. Sqm 216 114.18 24662.88

3.10 4.17 Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement

:3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm

thick bed by dry brick ballast 40mm nominal size well rammed and

consolidated and grouted with fine sand including finishing the top

smooth.Sqm 142 397.89 56500.38

3.11 5.28 Providing and fixing in position 12mm thick bitumen impregnated fibre

board conforming to IS:1838 including cost of primer, sealing compound

in expansion joints.Per cm

depth Per

100m 44 458.11 20156.84

3.12 Brick with common burnt clay F.P.S (non modular) bricks of class

designation 7.5 in foundation and plinth in :

(a) 6.1.1 cement mortar 1:4 (1 cmeent : 4 coarse sand).Cum 385 5090.24 1959742.40

(b) 6.1.2 Cement Mortar 1:6 (1 cement : 6 cosare sand)

Cum 620 4878.82 3024868.40

Brick with common burnt clay F.P.S (non modular) bricks of class

designation 7.5 in superstructure above plinth level upto floor V level in

all shape and sizes in:

Cement Mortar 1:6 (1 cement : 6 cosare sand)

Half brick masonry with common burnt clay F.P.S.(non modular) bricks

of class designation 7.5 in foundations and plinth in :

Cement mortar 1:4 (1 cement : 4 coarse sand)

6.12.2

6.4.2

985

3.13

3.14

5591.35 5507479.75

603.43

Cum

110Sqm. 66377.30

11


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

Half brick masonry with burnt clay F.P.S.(non modular) bricks of class

disginated 7.5 in superstructure above plinth level upto floor V Level.

Cement mortar 1:4 (1 cement : 4 coarse sand)

3.16 Providing and fixing ISI marked flush door shutters conforming to IS

2202 (part I) non-decorative type, core of block board construction with

frame of 1st class hard wood and well matched teek ply veneering with

vertical grains or cross bands and face veneers on both faces of shutters.

(a) 9.21.1 35mm thick including ISI marked Stainless Steel butt hinges with

necessary screws.

Sqm. 19 1768.98 33610.62

(b) 9.21.2 30mm thick including ISI marked Stainless Steel butt hinges with

necessary screws.

Sqm. 19 1586.07 30135.33

3.17 9.23 Extra for providing lipping with 2nd class teak wood battens 25 mm

minimum depth on all edges of flush door shutters (over all area of door

shutter to be measured)

Sqm. 14 365.87 5122.18

3.18 9.26 Extra for cutting rebate in flush door shutters (Total area of the shutter

to me measured.)

Sqm 14 103.68 1451.52

3.19 9.48.1 Providing and fixing MS grills of required pattern in frames of windows

etc. with MS flats square or round base etc. Including priming coat with

approved steel primer all complete,

fixed to steel windows by welding.

Kg 2395 108.30 259378.50

6.13.23.15

Sqm. 130 680.29 88437.70

12


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.20 9.62.1 Providing and fixing ISI marked oxidised M.S. sliding door bolts with

nuts and screws etc. complete : 300x16 mm

Each 4 169.62 678.48

3.21 Providing and fixing aluminium sliding door bolts ISI marked anodised

(anodic coating not less than grade AC 10 as per IS:1868) transparent or

dyed to required colour or shade with nuts and screws etc. complete

(a) 9.96.1 300 x 16 mm

Each 6 226.07 1356.39

(b) 9.96.2 250 x 16 mm

Each 43 189.47 8147.21

3.22 Providing and fixing aluminium tower bolts ISI marked anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or dyed

to required colour or shade with necessary screws etc. complete

(a) 9.97.2 250 x 10 mm

Each 87 95.18 8280.66

(b) 9.97.3 200 x 10 mm

Each 4 80.22 320.88

(c ) 9.97.4 150 x 10 mm

Each 43 65.89 2833.27

(d) 9.97.1 300 x 10 mm

Each 23 113.51 2610.62

13


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(Rs.)



Figures (Rs.)

ESTIMATE

3.23 9.99 Providing and fixing 50 cm long aluminium kicking plate of size 100 x

3.15 mm anodised (anodic coating not less than grade AC 10 as per IS

1868) transparent or dyed to required colour or shade with necessary

screws etc. complete.

Each 31 170.67 5290.77

Providing and fixing aluminium handles ISI marked anodised (anodic

coating not less than grade AC 10 as per IS : 1868) transparent or dyed

to required colour or shade with necessary screws etc. complete.

125 mm

3.25 Providing and fixing aluminium hanging floor door stopper ISI marked

anodised (anodic coating not less than grade AC 10 as per IS: 1868)

transparent or dyed to required colour and shade with necessary screws

etc. complete.

(a) 9.101.1 Single Rubber stopper

Each 36 35.43 1275.48

(b) 9.101.2 Twin Rubber stopper

Each 14 81.25 1137.50

3.26 9.106.1 Providing and fixing PTMT handles with necessary screws etc. complete.

125x34x24 mm weighing not less than 23 gms.

Each 8 41.52 332.16

3.27 9.106.2 Providing and fixing PTMT handles with necessary screws etc. complete.

150x34x24 mm weighing not less than 26 gms.

Each 4 46.35 185.40

Each

3.24

70.29

9.100.1

179 12581.91

14


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Figures (Rs.)

ESTIMATE

3.28 9.108.1 Providing and fixing PTMT Tower Bolts with 12 mm one piece rod inside

and necessary screws etc., complete 152x42x18 mm weighing not less

than 60 gms.

Each 8 86.31 690.48

3.29 Supplying and fixing rolling shutters of approved make, made of required

size M.S laths interlocked together through their entire length and

jointed together at the end by end locks mounted on specially designed

pipe shaft with brackets, side guides and arrangements for inside and

outside locking with push and pull operation complete including the cost

of providing and fixing necessary 27.5 cm long wire springs

manufactured from high tensile steel wire of adequate strength

conforming to IS 4454 Part - I and M.S top cover of required thickness

for rolling shutters.

(a) 10.6.1 80x1.25mm M.S laths with 1.25 mm thick top cover.

Sqm 1936 2146.35 4155333.60

(b) 10.6.2 80x1.20mm M.S laths with 1.20 mm thick top cover

Sqm 34 1922.76 65373.84

(c ) 10.70 Providing and fixing ball bearing and roll shutters.

Each 28 458.27 12831.56

15


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(Rs.)



Figures (Rs.)

ESTIMATE

3.30 10.11.1 Providing and fixing factory made ISI marked steel glazed doors, windows

and ventilators side / top/centre hung with beading and all memebers

such as F7D, F4B, K11B and K12B etc. complete of standard rolled steel

sections, joints mitred and flash butt welded and sash bars tenoned and

riveted with 15x3mm lugs, 10cm long, embedded in cement concrete

blocks 15x10x10cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20mm nominal size) or with wooden plugs and screws or rawl

plugs and secrews or with fixing clips or with bolts and nuts as required,

including providing and fixing of hinges, pivots, float glass panes with

glazing clips and special metal sash putty of approved make and a

priming coat of approved steel primer excluding the cost of other fittings

except necessary hinges or pivots complete as per approved design

(sectional weight of only steel member shall be measured for payment

without weight of glass and other fittings).

Kg 1000 110.35 110350.00

3.31 10.12 Extra for providing and fixing steel beading of size 10 x 10 x 1.6 mm (box

type) approved shape and section with screws instead of glazing clips

and metal sash putty in steel doors, windows, ventilators and composite

units.Metre 37 37.69 1394.53

3.32 10.13.1 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 15x10x10cm of 1:3:6 (1

cement : 3 coarse sand : 6 graded stone aggregated 20mm nominal size)

or with wooden plugs and screws or with fixing clips or with bolts and

nuts as required including fixing of necessary butt hinges and screws

and applying a priming coat of approved steel primer.

Kg 320 86.04 27532.80

3.33 10.16.1 Steel work in built up tubular(Round Square or Rectangular Hollow tube

etc.) trusses etc. including cutting, hoisting fixing in position and

applying a priming coat of approved steel primer, welded and bolted

including special shaped washers etc. complete. Hot finished welded type

tubes.Kg 3000 100.64 301920.00

16


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Figures (Rs.)

ESTIMATE

3.34 10.17 Providing and fixing MS fan clamp Type-I or Type-II of 16 mm dia MS bar

bent to shape with hooked ends in RCC slabs during laying including

painting the exposed portion of loop, all as per standard design complete.

Each 49 125.00 6125.00

3.35 10.18 Providing and fixing circular/Hexagonal cast iron or M.S. sheet box for

ceiling fan clamp of internal dia 140mm, 73mm height, top lid of 1.5mm

thick M.S sheet with its top surface hacked for proper bonding, top lid

shall be screwed into the cast iron/M.S sheet box by means of 3.3mm

dia. round headed screws, one lock at the corners. Clamp shall be made

of 13mm dia M.S bar bent to shape as per standard drawing.

Each 32 144.90 4636.80

3.36 10.19 Providing and fixing M.S round holding down bolts with nuts and washer

plates complete.

Kg 1590 75.44 119949.60

3.37 Steel work welded in built up sections/framed work including cutting

hoisting, fixing in position and applying a priming coat of approved steel

primer using structural steel etc., as required.

(a) 10.25.1 In stringers, treads, landings etc. of stair cases including use of

chequered plate wherever required, all complete.Kg 7550 78.01 588975.50

(b) 10.25.2 In gratings, frames, guard bar, ladders, railings, brackets, gates and

similar works.Kg 12675 90.82 1151143.50

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

aggregate) finished with a floating coat of neat cement including cement

slurry, but excluding the cost of nosing of steps etc. complete.

40 mm thick with 20 mm nominal size stone aggregate

11.3.1

Sqm 1150

3.38

332.64 382536.00

17


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Figures (Rs.)

ESTIMATE

3.39 11.40 52 mm thick cement concrete flooring with concrete hardener topping

under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12

mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix

: 2 graded stone aggregate 6 mm nominal size) by volume hardening

compound is mixed @ 2 litre per 50 kg of cement or as per

manufacturers specifications. this includes cost of cement slurry, but

excluding the cost of nosing of steps etc. complete.

Sqm 6000 504.10 3024600.00

Providing and laying vitrified floor tiles in different sizes (thickness to be

specified by the manufacturer) with water absorption's less than 0.08%

and conforming to IS : 15622 of approved make in all colours and

shades, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse

snad) including grouting the joints with white cement and matching

pigments etc. complete.

Size of Tile 60x60 cm

Cement plaster skirting (upto 30cm height) with cement mortar 1:3 (1

cement : 3 coarse sand) finished with a floating coat of neat cement

18 mm thick

3.42 11.70 Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) including finishing

complete.Cum 2 5448.03 10896.06

11.6.1

11.41.2

11938.08314.16

3.40

3.41

Sqm

Sqm 1120 1472.67 1649390.40

38

18


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.43 11.10.6 40mm thick marble chips flooring, rubbed and polished to granolithic

finish, under layer 31mm thick cement concrete 1:2:4 (1 cement : 2

corase sand : 4 graded stone aggregate 12.5mm nominal size) and top

layer 9 mm thick with white, black, chocolate, grey, yellow or green

marble chips of sizes from 4mm to 7mm nominal size laid in cement

marble powder mix 3:1 (3 cement : 1 marble powder) by weight in

proportion of 4:7 (4 cement marble powder mix : 7 marble chips) (over

tread, Riser of Staircase and landing etc.) by volume including cement

slurry etc., complete - ordinary cement without any pigmentSqm. 80 546.15 43692.00

3.44 11.12.1.6 Marble chips skirting (upto 30 cm height) rubbed and polished to

granolithic finish, top layer 6 mm thick with white, black, chocolate,

grey, yellow or green marble chips of sizes from smallest to 4 mm

nominal size laid in cement marble powder mix 3:1 (3 cement : 1 marble

powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7

marble chips) by volume: 18 mm thick with under layer 12 mm thick

cement plaster 1:3 (1 cement : 3 coarse sand)-ordinary cement without

any pigment Sqm 15 744.13 11161.95

Providing and fixing glass strips in joints of terrazo / cement concrete

floors

40 mm wide and 4 mm thick

3.46 Providing and fixing 10 mm thick acid and or alkali resistant tiles of

approved make and colour using acid and a alkali resisting mortar

bedding and joints filled with acid and or alkali resisting cement as per

IS:4457 complete as per the direction of Engineer-in-charge.

In flooring on a bed of 10 mm thick mortar 1:4 (1 Acid proof cement : 4

coase sand)

Acid and alkali resistant tile

In dado/skirting on 12 mm thick mortar (1 Acid proof cement : 4 coarse

sand)

Acid and alkali resistant tile

11.13.1

18519.76

(a)

Sqm 70 1255.53 87887.10

11.21.2.1

11.21.1.1

14 1322.84

(b)

Sqm

3.45

17745.00500 35.49Metre

19


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.47 11.36 Providing and fixing 1st quality ceramic glazed wall tiles conforming to

IS:15622 (thickness to be specified by the manufacturer) of approved

make in all colours, shades except burgundy, bottle green, black of any

size as approved by Engineer-in-charge in skirting, risers of steps and

dados over 12mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse

sand) and jointing with grey cement slurry @ 3.3kg per sqm incluidng

pointing in white cement mixed with pigment of matching shade

complete.Sqm 1236 833.28 1029934.08

Providing and fixing 15 cm wide 45 cm over all semi-circular plain G.S

Sheet gutter with iron bracket 40 x 3 mm size, bolts, nuts and washers

etc., including making necessary connections with rain water pipes,

complete.

0.80 mm thick with zinc coating not less than 275gm/sqm

3.49 12.80 Providing non-asbestos high impact Polypropylene reinfoced cement

6mm thick corrugated sheets (as per IS:14871) roofing up to any pitch

and fixing with polymer coated J, or L hooks, bolts and nuts 8mm dia

G.I. plain and bitument washers or with self drilling fastener and EPDM

washers etc complete excluding the cost of purlins, rafters and tusses:

and including cutting of corrugated sheets to size and shape wherever

required. Sqm. 3860 408.92 1578431.20

3.50 12.11 Extra for providing and fixing and wind ties of 40 x 6 mm flat iron

section. Metre 900 117.86 106074.00

3.51 12.12.4 Providing and fixing ridges and hips in non-asbestos fibre cement high

impact polypropylene reinforced roofing with suitable fixing accessories

or self drilling fastener and EPDM washer etc. complete.

Unserrated adjustable hips Metre 25 486.93 12173.25

Metre 270 532.92 143888.40

12.7.13.48

20


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

Painting top of roofs with bitumen of approved quality at 17 kg per

10sqm impregnated with a coat of coarse sand at 60cum per 10 sqm

including cleaning the slab surface with brushes and finally with a piece

of cloth lightly soaked in kerosene oil complete.

With residual type pertroleum bitumen of grade VG-10

10 cm thick (average) mud phaska of damped brick earth on roofs laid to

slope consolidated and plastered with 25 mm thick mud mortar mixed

with bhusa at 35 kg per cum of earth and gobri leaping with mix 1:1 (1

clay : 1 cow dung) and covered with flat tile bricks of class designation

100 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with

2% of integral water proofing compund by weight of cement and finished

neat.

With common burnt clay FPS (non modular) brick tile of class

designation 10.

3.54 12.18 Extra for every additional 1 cm thickness of mud phaska Sqm 1940 10.65 20661.00

Providing gola 75 x 75 mm in cement concrete 1:2:4 (1 cement : 2 coarse

sand : 4 stone aggregate 10 mm and down gauge) including finishing

with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design

in 75 x 75 mm deep chase

3.56 12.22 Making khurras 45x45cm with average minimum thick-ness of 5cm

cement concrete 1:2:4 (1 cement : 2 coarse sand:4 graded stone

aggregate of 20mm nominal size over PVC sheet 1mx1mx400 micron,

finished with 12mm cement plaster 1:3 (1 cement:3 coarse sand & a coat

of neat cement rounding the edges & making and finishing the outlet

complete. Each 112 175.82 19691.84

Providing and fixing MS holder bat clamps of approved design to CI or

SCI rain water pipes embedded in and including cement concrete blocks

10x10x10cm of 1:2:4 (1 cement : 2 coarse sand : 4 graded stone

aggregate 20 mm nominal size) and cost of cutting holes and making

good the walls etc.

100 mm dia.

12.38.1

Sqm

Metre

513981.12

108 147.68 15949.44

1246 123.69

134.34 48362.40

Sqm 526.62

360

976

3.55 12.21.1

12.16.1

12.15.1

3.57

3.52

Each

3.53

154117.74

21


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

Providing lead caulked joints to sand cast iron rain water pipes and

fittings :

100 mm dia pipe

Providing, fixing and embedding sand cast iron accessories for rain water

pipes in the masonry surrounded with 12 mm thick cement mortar of the

same mix, as that of masonry (lead caulking will be paid for separately) :

150mm dia meter

3.60 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 10 mm gap for thermal expansion.(i)

Single socketed pipes.

(a) 12.41.1 75 mm diameter Metre 20 141.22 2824.40

(b) 12.41.2 110 mm dia meter Metre 210 229.53 48201.30

3.61 Providing and fixing on wall face unplasticised - PVC moulded fittings/

accessories for unplasticised Rigid PVC rain water pipes conforming to IS

: 13592 Type A including jointing with seal ring conforming to IS : 5382

leaving 10 mm gap for thermal expansion.

(a) 12.42.5.2 Bend 87.5 gegree,110 mm Shoe.Each 20 168.26 3365.20

(b) 12.42.6.2 shoe(Plan) 110 mm Shoe. Each 24 304.86 7316.64

3.62 12.43.2 Providing and fixing unplasticised -PVC pipe clips of approved design to

unplasticised - PVC rain water pipes by means of 50x50x50mm hard

wood plugs, screwed with M.S. screws of required length including

cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse

sand) and making good the wall etc. complete. 110 mm. Each 8 182.43 1459.44

3.63 12.44 Providing and fixing to the inlet mouth of rain water pipe cast iron

grating 15 cm diameter and weighing not less than 440 grams. Each 4 39.11 156.44

12.40.1.1

12.39.1

4 432.75 1731.00Each

50052.64Each 176 284.39

3.58

3.59

22


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing

up to any pitch including fixing with polymer coated 'J' or 'L' hooks, bolts

& nuts 8mm dia. G.I plain/bitumen washers complete but excluding the

cost of purlins, rafters, trusses etc. The sheets shall be manufactured

out of 2400 TEX panel rovigs incorporating minimum 0.3% Ultra-violet

stabiliser in resin system under approximately 2400 psi and hot cured.

They shall be of uniform pigmentation and thickness without air pockets

and shall conform to IS 10192 and IS 12866. The sheets shall be opaque

or translucent, clear or pigmented, textured or smooth as speficied.

2mm thick corrugated (2.5" or 4.2" or 6") or step-down (2" or 3" or 6") as

specified.

15 mm cement plaster on the rough side of single or half brick wall of

mix :

1:6 (1 cement : 6 Fine sand)

3.66 12mm cement plaster of mix :

(a) 13.4.1 1:4 (1 cement : 4 coarse sand)

Sqm 1200 161.54 193848.00

(b) 13.4.2 1:6 (1 cement : 6 coarse sand)

Sqm 4330 149.36 646728.80

3.67 13.15 20 mm cement plaster 1:2 ( 1 cement : 2 stone dust)

Sqm 60 263.18 15790.80

6 mm cement plaster to ceiling of mix :

1:3 (1 cement : 3 Fine sand)

13.16.1

13.2.2

12.47.1

Sqm 2175 162.43 353285.25

Sqm 1840 126.36 232502.40

Sqm 1275 1008.53 1285869.38

3.64

3.68

3.65

23


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.69 13.17 6 mm cement plaster 1:3 (1 cement : 3 fine sand) finsihed with a floating

coat of neat cement and thick coat of Lime wash on top of walls when dry

for bearing of RCC slabs and beams.Sqm 8 170.04 1360.32

3.70 13.18 Neat cement punningSqm 1700 38.16 64872.00

3.71 13.19.1 Rough cast plaster upto 10m height above ground level with a mixture of

sand and gravel or crushed stone from 6mm to 10mm nominal size

dashed over and including the fresh plaster in two layers, under layer

12mm cement plaster 1:4 (1 cement :4 coarse sand) and top layer 10 mm

cement plaster 1:3 (1 cement : 3 fine sand) mixed with 10% finely

grounded hydrated lime by volume of cement - ordinary cement finish

using ordinary cementSqm 1000 389.81 389810.00

3.72 13.37.1 White washing with lime to give an even shade: New work (three or more

coats) Sqm 40 15.06 602.40

Distempering with oil bound washable distemper of approved brand and

manufacture to give an even shade

New work (two of more coats) over and including priming coat with

cement primer

Finishing walls with water proofing cement paint of required shade.

New work (Two or more coats applied @ 3.84 kg/10 sqm)

3.75 Applying priming coat :

(a) 13.50.1 With ready mixed pink or grey primer of approved brand and

manufacture on wood work (hard and soft wood). Sqm 210 32.28 6778.80

(b) 13.50.3 With ready mixed red oxide zinc chromate primer of approved brand and

manufacture on steel galvanised iron /steel works.

Sqm 20 26.19 523.80

13.44.1

13.41.1

Sqm 6295 83.63 526450.85

Sqm 2550 57.12 145656.00

3.73

3.74

24


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

Painting (two or morecoats) on rain water, soil, waste and vent pipes and

fittings with black anti corrosive bitumastic paint approved brand and

manufacture over and including a priming of ready mixed zinc chromate

yellow primer on new work :

100 mm dia pipes

Painting with oil type wood preservative of approved brand and

manufacture

New work (two or more coats)

Painting with synthetic enamel paint of approved brand and

manufacture to give an even shade :

Two or more coats on new work

3.79 13.72 Washed stone grit plaster on exterior walls of height upto 10 M above

level in two layers, under layer 12mm 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 of cement per square metre, top

layer 15mm cement plaster 1:1/2:2 (1 cement : 1/2 coarse sand : 2

stone chipping 10 mm nominal size) in panels with groove all around as

per approved pattern including scrubbing and washing, the top layer

with brushes and waster to expose the stone chippings, complete as per

specification and direction of Engineer-in-charge (Payment for providing

grooves shall be made separately)Sqm 80 517.07 41365.60

Forming groove of uniform size in the top layer of washed stone grit

plaster as per approved pattern using wooden battens, nailed to the

under layer including removal of wooden battens, repair to the edges of

panels and finishing the groove complete as per specifications and

direction of the Engineer-in-charge.

20 mm wide and 15 mm deep groove

13.73.2

13.61.1

13.57.1

13.55.1

Sqm 20 23.57 471.40

Metre 60 30.92 1855.20

Metre 370 32.28 11943.60

Sqm 2790 66.20 184698.00

3.80

3.76

3.77

3.78

25


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.81 16.10 Preparation and consolidation of sub grade with power road roller of 8 to

12 tonne capacity after excavating earth to an average of 22.5 cm depth

dressing to camber and consolidating with road roller including making

good the undulations etc, and re-rolling the sub grade and disposal of

surplus earth lead upto 50 metres. Sqm 4200 77.22 324324.00

3.82 16.20 Extra for compaction of earth work in embankement under optimum

moisture conditions to give at least 95& of the maximum dry density

(proctor density). Cum 3000 9.77 29295.00

3.83 Suppling and stacking at site.

(a) 16.3.6 Stone screening 13.2 mm nominal size (Type A).Cum 750 1480.71 1110532.50

(b) 16.3.8 Red bajriCum 400 1349.61 539844.00

3.84 16.64 Providing and laying 75 mm thick compacted bed of dry brick aggregrate

of 40 mm thick nominal size including spreading, well ramming,

consolidating and grouting with jamuna sand including finishing smooth

etc complete as per direction of Engineer-in-charge. Sqm 3000 112.07 336210.00

3.85 16.69 Providing and laying at or near ground level factory made kerb stone of

M-25 grade cement concrete in position to the requried line, level and

curvature jointed with cement mortar 1:3 (1 cement : 3 coarse sand)

including making joints with or without grooves (thickness of joints

except at sharp curve shall not to more than 5 mm) including making

drainage opening wherever requred complete etc. as per direction of

Engineer-in-charge (length of finished kerb edging shall be measured for

payment). (Precast C.C.kerb stone shall be approved by Engineer-in-

charge).Cum 90 5498.79 494891.10

26


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

Providing and fixing water closet squatting pan (Indian type W.C. pan)

with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C.

flushing cistern, including flush pipe with manually controlled device

(handle lever) conforming to IS:7231, with all fittings and fixtures

complete including cutting and making good the walls and floors

wherever required.

White Vitreous China Orissa pattern W.C. pan. Of size 580 x 440 mm

with integral type foot rests.

Providing and fixing white vitreous china flat back or wall corner type

lipped front urinal basin of 430 x 260 x 350 mm and 340 x 410 x 265

mm sizes respectively with automatic flushing cistern with standard

flush pipe and C.P. brass spreaders with brass unions and G.I. clamps

complete, including painting of fittings and brackets, cutting and making

good the walls and floors wherever required :

One urinal basin with 5 litre white P.V.C. automatic flushing cistern

Providing and fixing wash basin with C.I brackets, 15mm C.P. brass

pillar taps, 32 mm C.P brass waste of standard pattern, including

painting of fittings and brackets, cutting and making good the walls

wherever required :

White vitreous china Wash basin size 630 x 450 mm with a pair of

15mm C.P brass pillar taps

Providing and fixing wash basin with C.I. brackets, 15mm C.P. brass

pillar taps, Kingstone/ Gem/ Techno/Parko, 32 mm C.P. brass waste of

standard pattern, including painting of fittings and brackets, cutting and

making good the walls wherever required : White Vitreous China

Wash basin size 550x400 mm with a pair of 15 mm CP brass pillar taps.

17.7.3

17.7.1

17.4.1

17.1.1

2069.91 33118.56Each 16

Each 19 3333.33 63333.27

9133.522283.384Each

Each 25 3428.51 85712.75

3.87

3.88

3.89

3.86

27


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.90 17.22 Providing and fixing G.I inlet connection for flush pipe connecting with

W.C. pan Each 2 107.04 214.08

Providing and fixing kitchen sink inlcuding making all connection

excluding cost of fittings.

White glazed fire clay sink 600x450x250 mm.

3.92 Providing and fixing PVC waste pipe for sink or wash basin including

PVC waste fittings complete.

a 17.28.1.1 Semi rigid pipe 32 mm dia Each 2 78.64 157.28

b 17.28.2.1 Flexible pipe 32 mm dia Each 16 76.18 1218.83

c 17.28.2.2 Flexible pipe 40 mm dia Each 8 78.64 629.12

3.93 17.29 Providing and fixing 100 mm sand cast iron grating for gully, trap Each 56 30.55 1710.80

3.94 17.31 Providing and fixing 600x450 mm bevelled edge mirror of superior glass

(of approved quality) complete with 6mm thick hard board ground fixed

to wooden cleats with C.P. Brass screws and washers complete.

Each 20 800.68 16013.54

3.95 17.33 Providing and fixing 600x120x5mm glass shelf with edges round of

supported on anodised aluminium angle frame with CP brass brackets

and guard rail complete fixed with 40 mm long screws, rawl plugs etc.,

complete.Each 12 548.31 6579.72

3.96 Providing and fixing soil, waste and vent pipes.

(a) 17.35.1.2 100 mm dia, Centrifugally cast (spun) iron socketed and spigot S & S

pipe as per IS 3989 pipeMetre 250 1000.12 250030.00

(b) 17.35.2.2 75 mm dia, Centrifugally cast(spun) iron socketed pipe

Metre 12 827.08 9924.96

17.26.1

Each 1 1752.60 1752.60

3.91

28


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.97 Providing and fixing M.S holder bat clamps of approved design to Sand

Cast iron/cast iron (spun) pipe embedded in and including cement

concrete blocks 10x10x10 cm of 1:2:4 mix (1 cement :2 coarse sand : 4

graded stone aggregate 20 mm nominal size) including cost of cutting

holes and making good the walls etc.,

(a) 17.37.1 For 100 mm dia pipe

Each 201 147.68 29683.68

(b) 17.37.2 For 75 mm dia pipeEach 5 145.26 726.30

Providing and fixing bend of required degree with access door, insertion

rubber washer 3 mm thick, bolts and nuts complete.

100mm sand cast iron S&S as per IS 3989

3.99 Providing and fixing single equal plain junction of required degree with

access door, insertion rubber washer 3 mm thick, bolts and nuts

complete 100x100x100mm.

(a) 17.43.1.2 Sand cast iron S&S as per 1S.3989 Each 1 653.67 653.67

(b) 17.43.2.2 75x75x75 mm sand cast iron S&S as per 1S.3989Each 1 495.58 495.58

3.100 Providing and fixing terminal guard

(a) 17.56.1.1 Sand cast iron S&S as per Is 1729 100mm diaEach 16 259.77 4156.32

(b) 17.56.1.2 Sand cast iron S&S as per 1S.3989 100 mm diaEach 3 454.86 1364.58

(c) 17.56.2.2 75mm sand cast iron S&S as per 1S.3989Each 1 388.24 388.24

3.101 Providing and fixing collar

(a) 17.57.1.2 Sand cast iron S&S as per IS 3989 100 mm diaEach 24 332.90 7989.60

(b) 17.57.2.2 75 mm sand cast iron S&S as per IS:3989Each 4 229.68 918.72

3.102 Providing lead caulked joints to sand cast iron/centrifugally cast (spun)

iron pipes and fittings of diameters.

17.38.1.23.98

7669.7319 403.67Each

29


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

(a) 17.58.1 100 mm Each 73 243.91 17805.43

(b) 17.58.2 75 mmEach 12 206.01 2472.12

3.103 Providing and fixing trap of self cleaning design with screwed down or

hinged grating with or without vent arm complete, including cost of

cutting and making good the walls and floors.

(a) 17.60.1.1 100mm intel and 100 mm outel.Sand cast iron S & S, as per IS 3989Each 10 984.95 9849.50

(b) 17.60.2.1 100 mm intel and 75 mm outel.Sand cast iron S&S, as per IS 3989Each 1 1025.22 1025.22

Painting sand cast iron/centrifugally cast (spun)iron soil, waste vent

pipes and fittings with two coat synthetic enamel paint of any colour

such as chocolate grey, or buff etc., over a coat of primer (of approved

quality) for new work.

100 mm diameter pipe

Providing and fixing PTMT towel rail complete with brackets fixed to

wooden cleats with CP brass screws with concealed fitting arrangement

of approved quality colour.

450 mm long towel rail with total length of 495 mm, 78mm wide and

effective hight of 88 mm, wieght is not less than 170 gms.

3.106 Providing and fixing G.I pipes complete with G.I fittings and clamps,

including cutting and making good the walls etc. (internal work)

(i) Exposed on wall

(a) 18.10.1 15 mm dia nominal bore Metre 120 190.41 22849.20

(b) 18.10.3 25 mm dia nominal bore Metre 84 296.41 24898.44

(c) 18.10.5 40 mm dia nominal bore Metre 200 433.91 86782.00

(ii) Concealed pipe including painting with anti corrosive bitumastic paint,

cutting chases & making good the wall.


(b) 18.11.2 20 mm dia nominal boreMetre 50 312.95 15647.50

17.73.1

17.65.1

Metre 20 35.54 710.80

Each 18 429.34 7728.12

3.104

3.105

30


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.107 Providing & fixing G.I. Pipes complete with G.I fittings including

trenching & refilling etc., (external work)


(b) 18.12.3 25 mm dia nominal bore Metre 510 250.89 127953.90

(C ) 18.12.5 40 mm dia nominal boreMetre 60 343.50 20610.00

Making connection of G.I distribution branch with G.I main of following

sizes by providing and fixing tee, including cutting and threading the

pipe etc., complete.

25 to 40 mm nominal bore

Providing and fixing brass bib cock of approved quality.

15 mm nominal bore

Providing and fixing brass stop cock of approved quality.

15 mm nominal bore

Providing and fixing gun metal non-return valve of approved quality

(screwed end):

25 mm nominal bore Horizontal

Providing and fixing uplasticised PVC connection pipe with brass unions

30 cm length.

15 mm noninal bore

Providing and fixing G.I Union in G.I pipe including cutting and

threading the pipe and making long screws etc., complete (new work)

15 mm nominal bore

3.114 Providing, laying and jointing glazed stoneware pipes class SP - I with

stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine

sand) including testing of joints etc., complete.

18.19.1.1

18.16.1

18.15.1

18.13.1

18.46.1

18.21.1.1

Each 42 61.89 2599.38

Each 11 163.43 1797.73

272.84 4911.12

5456.80Each 20 272.84

Each 10 355.84 3558.40

Each 1 430.50 430.50

Each 18

3.111

3.110

3.112

3.108

3.109

3.113

31


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

a 19.1.1 100 mm diameter Metre 130 207.48 26972.40

b 19.1.2 150 mm diameterMetre 220 316.99 69737.80

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse

sand:10 graded stone aggregate 40mm nominal size) all round S.W pipes

including bed concrete as per standard design.

100 mm diameter S.W pipe

Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand :

10 graded stone aggregate 40 mm nominal size) up to haunches of S.W.

pipes including bed concrete as per standard design:

150 mm diameter S.W. pipe

3.117 19.4.1.1 Providing and fixing square-mouth S.W. Gully trap class SP - I complete

with C.I grating brick masonry chamber with water tight C.I cover with

frame of 300 x 300mm size (inside) the weight of cover to be not less than

4.50 kg and frame to be not less than 2.70 kg as per standard design -

100 x 100 mm size P type with common burnt F.P.S. (non modular)

Bricks class designation 7.5Each 6 1596.94 9581.64

3.118 Providing and laying light duty non-pressure NP2 class RCC pipes with

collars, jointing with stiff mixture of cement mortar in the proportion of

1:2 (1 cement : 2 fine sand), including testing of joints etc. and including

earthwork

a 19.6.4 300 mm dia RCC pipe.Metre 238 519.06 123536.28

b 19.6.7 600 mm dia RCC pipe.Metre 100 1426.58 142658.00

19.3.2

19.2.1

Metre

130 570.72 74193.60

439.63 87926.00200

3.115

3.116

Metre

32


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4

coarse sand) R.C.C top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8

mix (1 cement : 4 coarse and : 8 graded stone aggregate 40 mm nominal

size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with floating coat of neat cement and making

channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size) finished with a floating coat of neat

cement complete as per standard design.

Inside size 90 x 80 cm and 45 deep including C.I cover with frame (light

duty) 455 x 610 mm internal dimensions total weight of cover and frame

to be not less than 38 kg (weight of cover 23 kg and weight of frame 15

kg)

With common burnt clay F.P.S (non modular)bricks with class

designation 7.5

Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4

coarse sand) R.C.C top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8

mix (1 cement : 4 coarse and : 8 graded stone aggregate 40 mm nominal

size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3

coarse sand) finished with floating coat of neat cement and making

channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded

stone aggregate 20 mm nominal size) finished with a floating coat of neat

cement complete as per standard design.

Inside size 120x90 cm and 90 cm deep including CI cover with frame

(heavy duty) 560 mm internal diameter, total weight of cover and frame

to be not less than 208 kg (weight of cover 108 kg and weight of frame

100 kg)


designation 7.5

19.7.3.1

19.7.1.1

Each 11 8465.83 93124.13

Each 12 23262.80 279153.60

3.119

3.120

33


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

Extra for depth for manholes

Size 90 x 80 cm


designation 7.5

Extra for depth for manholes

Size 120 x 90 cm


designation 7.5

Providing and fixing in postion pre-cast RCC manholecover and fame of

requried shape and approved quality.

EHD - 35 Circular shape 560 mm internal dia.

Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry

brick honey comb shaft with bricks of class designation 75 and S.W

drain pipe 100 mm diameter, 1.8 m long complete as per standard

design.


designation 7.5

19.32.1

19.19.4.1

19.8.2.1

19.8.1.1

Each 2 1719.06 3438.12

17540.7217540.721Each

Metre 4 5755.47 23021.88

6891.156891.151Metre

3.124

3.122

3.123

3.121

34


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

Providing and fixing aluminium work for doors, windows, ventilators and

patitions with extruded built up standard tublar sections/appropriate Z

sections and other sections of approved make conforming to Is : 733 and

Is : 1285, fixed with dash fasteners of required dia and size, including

necessary filling up of gaps at junctions, at top, bottom and sides with

requred EPDM rubber/neoprene felt etc. Aluminium sections shall be

smooth, rust free, straight, mitred and jointed mechanically wherever

required including cleat angle, Aluminium snap beading for

glazing/panelling, CP brass/stainless steel screws, all complete as per

architectural drawings and the directions of Engineer-in-charge. (Glazing

and panelling and dash fasteners to be paid for separately).

For fixed portions.

Polysester powder coated aluminimum (minimum thickness of polyester

powder coating 50 micron).

For shutters of doors, windows & ventilators including providing and

fixing hinges/pivots and making provision for fixing of fittings wherever

required including the cost of EPDM rubber /neoprene gasket required

(Fittings shall be paid for separately).

Powder coated aluminium (minimum thickness of powder coating 50

micron).

Providing and fixing glazing in aluminium doors, window, ventilator

shutters and partitions etc with EPDM rubber /neoprene gasket etc.

complete as per the architertural drawings and the directions of engineer-

in-cahrge. (cost of aluminium snap beading shall be paid in basic item).

With float glass panes of 5.50 mm thickness.

21.3.2

21.1.2.2

21.1.1.3

Sqm 100 1059.45 105945.00

3.127

Kg 1755 399.32 700797.83

Kg 1148 448.98 515429.04

3.125

3.126

35


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.128 22.14.1 Grading roof for water proofing treatment with Cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

Cum 3 5272.10 15816.30

3.129 19.27.1 Constructing brick masonry road gully chamber 50x45x60 cm with

bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse

sand) inclduing 500x450 mm pre-cast RCC horizontal grating with frame

complete as per standard design.


designation 7.5.Each 32 3963.69 126838.08

3.130 20.3.2 Boring, providing and installing Bored Cast-in-situ single under reamed

reinforced cement concrete pile of 400 mm diameter in all classes of soil

and under sub-soil water if met with as per approved plan &

specifications. The item includes boring with bentonite solution and

temporary casing of appropriate length for setting out and removal of

same. The cement concrete shall be machine batched & machine mixed

design mix of M-25 grade. The item also includes the use of Admixtures

in recommended proportions as per IS:9103 to accelerate/retard setting

of concrete, improve workability without impairing strength and

durability as per direction of Engineer-in-charge. The item includes

lowering of reinforcement cage, pouring cement concrete using tremie

pipe including removing and breaking of laitance and week concrete

above cut of level as per IS:2911(Pt-1),Sec-2 including bailing/pumping

of water if required. Extra 1.0 Mt. concreting to be done above cut of level

for which no extra payment will be made. The item includes the

dismantling of the extra concrete. The item excludes providing of steel

reinforcement which will be paid separately under relevant item of BOQ.

Note: Payment shall be made only from founding level to the cut off level.

(DSR 20.3.2)

Metre 4788 2594.76 12423710.88

36


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.131 Vertical load testing of piles in accordance with IS 2911 (Part IV)

including installation of loading platform and preparation of pile head or

construction of test cap and dismantling of test cap after test etc.

complete as per specification & the direction of Engineer-in-charge.

Single pile upto 80 tonne capacity.

(a) 20.6.1.1 Initial Test

per test 2 40489.89 80979.78

(b) 20.6.1.2 Routine test

per test 2 18293.62 36587.24

3.132 Laterla load testing of single pile in accordance with IS code of practice

IS:2911 (Part IV) for determiniing safe allowable lateral load on pile.

Upto 50 tonne capacity pile

(a) 20.8.1 Initial Test

per test 2 18293.62 36587.24

(b) 20.6.1.2 Routine test

per test 2 18293.62 36587.24

3.133 NS Earthwork in excavation in foundation up to required levels in all type of

strara (excluding hard rocks), dewatering of sub soil water, under ground

water/sewerage by using pumps and refilling of excavated soil in layers

not exceeding 20 cm in depth and consolidating it by ramming and

watering. The item is inclusive of disposal of surplus earth upto lead of

100 Mtr. including all lifts, ascends, descends, crossings of nallahs and

tracks or any other obstruction as per directions of Engineer-in-Charge.

CUM 12795 130.00 1663350

37


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.134 Providing and laying in all works in position machine batched, machine

mixed and machine vibrated design mix cement concrete of specified

grade using Ordinary Portland Cement, 20 mm crushed stone aggregate

and coarse sand of specified grade for PCC/RCC structural elements as

per IS-456 at all levels. The item includes all materials, pumping of

concrete to site of laying, centering, shuttering, scaffolding, strutting,

propping and removal of form work, finishing and curing. The item also

includes providing of Admixtures in recommended proportions as per IS:

9103 to accelerate/retard setting of concrete, improve workability

without impairing strength and durability as per direction of Engineer-in-

charge. The item excludes providing of steel reinforcement which will be

paid for separately under relevant item.

(a) 5.2.2 M-20Cum 837 6887.92 5765189.04

(b) 5.33.2 M-25Cum 1225 6924.77 8482843.25

(c) 5.34.2 M-35Cum 3400 7194.30 24460620

3.135 Providing and laying in position Cement Concrete of specified grade

including the cost of centering and shuttering - :

1:2:4(1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm

nominal size)

(a) 4.1.3 Upto PlinthCUM 1722 5364.65 9237927.30

(b) 4.2.3 Above PlinthCUM 497 6346.14 3154031.58

3.136 NS Providing boulders hand packed in foundations or floors, rammed in

layers not exceeding 20 cm thick with stone (rubble) cement grouted

1:2:4 (1 cement : 2 coarse sand and 4 stone chips 10-20 mm gauge)

complete as per specifications. Cum 40 1320.00 52800.00

38


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.137 NS Dismantling existing double storey office building 10 m x 60 m brick

work, RCC beam slabs, limits etc. Door and windowns floor complete as

job inclduing disposal of dismnatled materials, debris etc, within 1 km or

place as decided by RITES/ NTPC. All usable material will be property of

NTPC. Per Job 1 600000.00 600000.00

3.138 NS Dismantling exisitng shed size 30x20 m include dismantling of steel iron

truses purlins, RS joist and other steel member of the shed, sheet

roofing, glazing etc., by electric/gascutting of steel work and use of

cranes etc., and stacking of dismantled material at a place to be decided

by RITES/ NTPC. All useable materials will be propoerty of NTPC.

Per Job 2 1200000.00 2400000.00

3.139 NS Providing and fixing Chromium plated steel railing over upper Verandah

complete as per direction of Engineer.Kg 200 1200.00 240000.00

Providing, erecting and fixing in position on steel columns with M.S.

holder clamps including fixing, providing connections like shoes, vents,

specials, bends etc., fixing in perfect plumb etc. face C.I. Rain water

pipe including filling the joints with spun yarn (soaked in neat cement

slurry) and 1:2 cement and sand (ordinary) mortar

15 cm diameter C.I rain water pipe conforming to IS 1729.

3.141 NS Providing and fixing glazing panels in north light including cost of T-iron,

L-iron frame and fitting, putty etc., as per drawing applying priming coat

of yellow oxide and two coats of approved shade and make.

Sqm 225 600.00 135000.00

3.142 NS Laying and linking of track on MS bearing plates fixing MS clips and

tightening with lewis/bolts and nuts, including all labour and tools etc

as a complet job. Track is to be laid to the approved alignment level and

guage and also include all leads and lifts, handling and rehandling etc.

Note:

i) The MS plate, MS clips and lewis bolts shall be paid separately under

relevant item. Rails shall be supplied free of cost.

Metre 88 174.00 15312.00

NS3.140

Metre 700 780.00 546000.00

39


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.143 Providing and filling the joints with spun yarn cement slurry and cement

mortar 1:2 (1 cement : 2 fine sand in S.C.I/C.I pipes

(a) 17.36.1 75 mm dia pipeEach 5 62.48 312.38

(b) 17.36.2 100 mm dia pipe

Each 5 73.60 368.00

3.144 Providing and fixing heel rest sanitary bend 100 mm dia

(a) 17.40.1.2 Sand cast as per IS.3989 iron S&S

Each 1 389.03 389.03

(b) 17.40.2.2 75 mm dia sand cast as per IS. 3989 iron S&S

Each 1 327.23 327.23

3.145 Providing & fixing M.S. stays and clamp for sand cast iron/centrifugally

cast (spun) pipes of diameter.

(a) 17.59.1 100 mm

Each 2 70.71 141.42

(b) 17.59.2 75 mm

Each 2 58.95 117.90

3.146 9.53 Providing 40x5mm iron hold fast 40cm long including fixing to frame

with 10mm diameter bolts, nuts and wooden plug and embeddings in

cement concrete block 30 x 10 x 15 cm 1:3:6 mix (1- cement : 3-coarse

sand : 6-grade stone aggregate 20mm nominal size)

Each 220 115.71 25456.20

40


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.147 10.14.1.1 Providing and Fixing pressed steel door frames conforming IS:

4351manufactured from commercial mild steel sheet of 1.6 mm

thickness including hinges jamb, lock jamb, bead and if required angle

threshold of mild steel angle of section 50x25mm, or base ties of 1.6 mm

pressed mild steel welded or rigidly fixed together by mechanical means,

adjustable lugs with split end tail to each jamb including steel butt

hinges 2.5mm thick with mortar guards, lock strike-plate and shock

absorbers as specified and applying a coat of approved steel primer after

pre-treatment of the surface as directed by Engineer-in-Charge

Profile B

Fixing with adjustable lugs with split end tail to each jamb

Metre 130 378.53 49208.25

3.148 10.26.3 Providing and fixing hand rail by welding etc.to steel ladder

railing,balcony railing & staircase railing including applying apriming

coatof approved steel primer GI Pipes 40 mm nominal bore (class B)

Kg. 800 110.40 88320.00

3.149 11.37 Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to

be specified by the manufacture) of 1st quality conforming to IS: 15622

of NITCO, ORIENT, SOMANY KAJARIA , OR equivalent make in colours

such as white, Ivory, Grey, Fume, Red Brown, laid on 20mm thick

cement mortar 1:4 (1 cement:4 coarse sand) including pointing the joints

with white cement and matching pigment etc. complete.

Sqm 16 863.20 13811.20

41


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.151 9.20.1 Providing and fixing ISI marked flush door shutters conforming to IS :

2202 (Part I) decorative type, core of block board construction with frame

of 1st class hard wood and well matched teak 3 ply veneering with

vertical grains or cross bands and face veneers on both faces of shutters.

35mm thick including ISI marked stainless steel butt hinges with

necessary screws.sqm 52 2439.72 126865.44

3.152 18.51 Providing and Fixing C.P.Brass long body bib cock of approved quality

conforming to IS standards and weighing not less than 690gms.

15mm nominal bore

Each 6.00 639.87 3839.22

22.7.1 Providing and laying integral cement based water proofing treatment

including preparation of surface as required for treatement of roofs,

balconies, terraces etc consisting of following operation:a) Applying a

slurry coat of neat cement using 2.75 kg/sqm. of cement admixed with

water proofing compund conforming to IS: 2645 and approved by

Engineer-in-charge b) Laying brick bats with mortar using broken

bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5

(1 cement : 5 coarse sand) admixed with water proofing compound

conforming to IS: 2645 and approved by Engineer-in-charge over 20 mm

thick layer of cement mortar of mix 1:5 (1 cement : 5 coarse sand )

admixed with water proofing compund conforming to IS: 2645 and

approved by Engineer-in-charge to required slope and treating similarly

the adjoining walls upto 300mm height including rounding of junctions

of walls and slabs c) After two days of proper curing applying a second

coat of cement slurry using 2.7kg/sqm of cement admixed with water

proofing compound conforming to IS: 2645 and approved by Engineer-in-

charge. d) finishing the surface with 20 mm thick jointless cement

mortar of mix 1:4 admix with water proofing compound conforming to

IS:2645 and approved by Engineer incharge. e)the whole terrace so

finished shall be flooded with water for minimum period of 2 weeks for

curring and final test.

259484.40Cum 280 926.73

3.150

42


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.153 18.52.1 Providing and Fixing C.P.Brass stop cock (concealed) of standard design

and of approved make conforming to IS:8931.

15mm nominal bore Each 6.00 649.63 3897.78

3.154 18.17.1 Providing and Fixing gun metal gate value with CI wheel of approved

quality (screwed end)

25mm Nominal boreEach 6.00 449.19 2695.14

3.155 17.71 Providing and Fixing PTMT liquid soap container 109 mm wide, 125 mm

high and 112mm distance from wall of standard shape with bracket of

the same materials with snap fittings of approved quality colour and

make, weighing not less than 105gms.

Each 8.00 190.83 1526.64

3.156 17.72 Providing and Fixing PTMT towel ring trapezoidal shape 215mm long,

200mm wide with a minimum distances of 37mm from wall face with

concealed fittings arrangement of approved quality, colour and make

wighing not less than 88gms.

Each 8.00 183.54 1468.32

3.157 17.74 Providing and Fixing PTMT shelf 440mm long, 124mm width and 36mm

height of approved quality, colour and make, weighing not less than

300gms .

Each 8.00 509.82 4078.56

43


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.158 18.33.1 Constructing masonary Chamber 60 x 60 x 75cm inside with 75 class

designation brick work in cement mortar 1:4 (1 cement : 4 fine sand) for

sluice valve, with C.I.surface box 100mm, Top diameter, 160mm bottom

diameter and 180mm deep (inside) with chained lid and RCC top slab

1:2:4mix (1cement:2 coarse sand:4 graded stone aggregate 20mm

nominal size) necessary excavation foundation concrete 1:5:10

(1cement: 5 fine sand : 10 graded stone aggregaten 40mm nominal size)

and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)

12mm thick finished with a floating coat of neat cement complete as per

standard design. -With common burnt F.B.S (Non moudular) bricks of

class designitaion 7.5.

Each 4.00 6763.10 27052.40

3.159 18.34.1 Constructing masonry chamber 90x90x100 cm, inside with 75 class

designation brick work in cement morter 1:4 (1 cement:4 fine sand) for

sluice valve, with C.I. surface box 100mm. Top diameter, 160mm bottom

diameter and 180mm deep (inside) with chained lid and RCC top slab

1:2:4 mix (1 cement:2 coarse sand:4 graded stone aggregate 20mm

nominal size) neccessary excavation foundation concrete 1:5:10(1

cement:5 fine sand:10 graded stone aggregate 40mm nominal size) and

inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12mm

thick finished with a floating coat of neat cement complete as per

standard design. With common burnt F.B.S (Non moudular) bricks of

class designitaion 7.5.

Each 2.00 11684.97 23369.94

3.160 1897.00 Providing & fixing 100mm S.C.I. trap with 100mm inlet and 100mm

outlet.

Each 16.00 326.05 5216.80

44


DSR 2013

Item No. Unit Rate

(Rs.)



Figures (Rs.)

ESTIMATE

3.161 12.41.2 Providing and fixing on wall face unplasticised - Rigid P.V.C. rain water

pipes conforming to IS: 13592 Type A including jointing with seal ring

conforming to IS: 5382 leaving 10mm gap for thermal expansion.

(1) Single socketed pipes. 110mm diameter.

Mtr. 210.00 229.53 48201.30

3.162 18.48 Providing and placing on terrance (at all floor levels) polyethylene

water storage tank IS:12701 marked indicating the BIS license No. with

cover and suitable locking arrangement and making necessary holes for

inlet, outlet and overflow pipes but without fittings and the base support

for tank (Sintex, Electroplast, Star, Lotus or equivalent having valid

ISI License).

Per Ltr. 2000.00 6.62 13230.00

3.163 19.34.2 Providing and fixing S.W. intercepting trap in manholes with stiff mixture

of cement mortar 1:1 ( 1 cement : 1 fine sand ) including testing of joints

etc. complete – 150 mm dia

Each 8.00 402.41 3219.28

3.164 NS Providing and laying 75 mm thick bitumen concrete over the slab

undernearth and sides of PRC sleepers, the composition of bituminous

concrete shall be on bitumen 105 litres, water 70 litres, aggregate 1105

kg port land cement 137.5 kg, sand 0.3 cum maximum size of aggregate

shall be 6mm thick. Bituman shall confirm the relevant IS code and

Bituman emulsion shall be of Grade A- 35 confirming to IS 73-1992.

Sqm 100.00 300.00 30000.00

108733500TOTAL

45


Item No. Description of item Unit Quantity Rate (Rs.) Amount (Rs.)

ELECTRICAL WORKS - EXTERNAL

4.1 POWER TRANSFORMERS

4.1.1 Supply, erection, testing and commissioning of 630 KVA outdoor Transformer, oil

immersed.11KV/0.433 KV, 50Hz, naturally cooled ONAN, outdoor type, Vector

Group DYn-II Delta/Star connected copper wound power distribution step down

transformer conforming to IS : 2026-1977 (latest version) complete with all

accessories of oil conservator, Breather & thermometer and with HT and LT cable

termination arrangement on Busings and off-load tap changer. Testing &

commissioning as per clause 16.1.2 of IS 2025-1997. The supply shall include a

spare barrel of 200 litres of Transformer oil. No. 2 656072 1312144

4.1.2 Installation of Transformer shall be as per IS:2026-1977 (latest version) including

casting of foundation, supply & fixation of 52 kg rail for placement of transformer

as per approved method. This includes construction of raised plateform of size

6x3x0.8 meters of brickwork & cement concrete including ramp of 6x1.5x0.8

meter as per approved drawing. Job 2 36000 72000

4.1.3 Supply & Erection of Earthing with 600x600x3.15 mm thick copper plate earth

electrode (2 Nos. per transformer) as per IS : 3043-1987 (latest version) for Neutral

Grounding of Transformers on LT side to achieve earth resistance less than one

ohm including construction of masonary enclosure with hinged cover plate of cast

iron having locking arrangement.Each 4 8700 34800

4.2 PROVISION OF GOS

4.2.1 Supply & erection of Gang operated Switch 11 KV 3 pole DO fuse assembly of 100

amps. rating complete with lockable operating rod arrangement.

No. 2 10235 20470

4.2.2 Supply & erection of 2x52 kg Rail Poles (old) of 9.5m long each embedded in

concrete foundation upto 1.5m & held by Guy & finished with muffing.

Set 2 7600 15200

4.2.3 Supply, fabrication and erection of MS angle channel 100x50x6 mm 2 meter long

with suitable clamps nuts & bolts complete and fixing arrangement as per site

requirment. Set 2 700 1400

4.2.4 Supply, fixing & commissioning of 11 KV disc insulators complete with hardware

materials. No. 24 650 15600

4.2.5 Supply, fixing & connection of LA of 12 KV rating per phase on the cross arm of

the structure. Three in one set.Set 1 5200 5200

SCHEDULE-4

ELECTRICAL WORKS

46



4.2.6 Supply, laying, testing & commissioning of 11 KV XLPE (E) Insulated armoured

Aluminium cable 2 x 3C x 150 mm2

conforming to IS:7098 /Pt. 2/85 (or latest) in

trenches and connection arrangement on cold shrinkable HT side complete with

HT Termination kit of transformers/H Poles/CHP switch room, the cable shall be

laid from CHP switch gear room to proposed Sub Station. This provision includes

a standby cable of 3 core x 150mm2

of same specification. The work includes

digging & refilling of trench and supply of brick & sand, etc and finising it as it

was prior to digging trench.

NOTE: Laying of 1 meter HT cable shall be laying of two HT cable each of one

meter length in the same trench with cable protection materials i.e. a total of 4000

meters of HT cables shall be paid.Metre 2000 2050 4100000

4.3 MAIN LT PANEL

4.3.1 Fabrication, Supply, erection, testing and commissioning of cubicle type and

Feeder pillar type floor mounted dust and vermine proof multitier construction LT

Panel suitable for operation on 3 phase 4 wire 433 V AC. Panels are to be

fabricated as per specification by a Fabricator having CPRI approval. The LT board

shall be painted with powder coating of grey colour. The panel shall be complete

with inter-connected instruments with copper FRLS wires, Electrolytic grade Al-

busbar etc. (Panel size approx 3100x2400x1100mm or similar to suit the

requirement) LT Panel shall comprise of the following:

Electrolytic grade Al-Bus bar 3x1600A, size 100 x 10mm and 1x800 A, size 50 x

10 mm for phases & neutral respectively of required length to suit the application.

INCOMING

3 Nos., 800Amp.of which 2 as incoming & 1 as the Bus coupler, FP Electrical draw

out type ACB, 66 KA microprocessor based manually spring charging facility also

with over current, short circuit, earth fault and under voltage release protection.

DIGITAL AMMETER with Selector Switch 2 Nos. (1 No. in each incoming feeder).

47



DIGITAL VOLTMETER with Selector Switch 2 Nos. (1 No. in each incoming feeder)

KWH METER 2 Nos. (1 No. in each incoming feeder)

Indicating light LED type

CT 800/5A CL-1, 15VA

Auxilary Contactor

Control MCB, 2A 10 KA

OUTGOING

1x250 A MCCB FP 50 KA

3 No. 200Amp. MCCB FP, 50 KA

2 No. 100Amp. FP MCCB - BC, 25 KA

4 No. 63A FP, MCB - BC, 25 KA

3 No. 32Amp. FP MCB - BC, 25 KA

7 Nos. 16A DP MCB - BC, 10 KA

For High Mast Electrolictic grade Aluminimum bus bar 3x250 Amp capacity of

suitable size and 150 Amp Aluminimum bus bar for neutral of required length in a

water proof enclouser for out door use.INCOMING

1x250 A MCCB FP 50 KA (Same as in main panel)

OUTGOING

5x63 A MCB FP 25 KA Set 1 740111 740111

4.4 CABLING WORK

4.4.1 Supply & laying of 1.1 KV grade LT XLPE armoured PVC insulated Aluminium

conductor circular cable to IS: 7098 (PT-1) in trenches covered with chequered

plates & thereafter in tray including end terminations with Aluminium crimping

sockets/lugs, this includes laying of cable direct in ground including excavation ,

sand cousning protictive brick covering and testing & commissioning of the

armoured cables of following sizes:(i) 3 .5 core x 185 mm

2Metre 700 436.86 305802

48



(ii) 3 .5 core x 120 mm2

Metre 2750 801 2202750

(iii) 3 .5 core x 95 mm2

Metre 530 630 333900

(iv) 3 .5 core x 70 mm2

Metre 3110 520 1617200

(v) 3 .5 core x 50 mm2

Metre 425 380 161500

(vi) 3 .5 core x 35 mm2

Metre 2500 319 797500

(vii) 3 .5 core x 25 mm2 Metre 450 263 118350

(viii) 2 core x 25 mm2

Metre 650 186 120900

(ix) 2 core x 16 mm2

Metre 1500 210 315000

4.4.2. Supply & laying of 1.1 KV grade LT XLPE unarmoured PVC insulated Aluminium

conductor circular cable to IS: 7098 (PT-1) in trenches covered with chequered

plates.

2 No. of 630 mm2

single core unarmoured cable (Transformer to LT Panel) per

phase. 1 No. of 630 mm2 single core unarmoured cable (Transformer to LT Panel)

for neutral. Metre 300 1200 360000

4.4.3 Supplying and making straight through joint with heat shrinkable kit including

ferrules and other jointing material for following size of PVC sheathed / XLPE

aluminium conducter cable of 1.1 KV grade as required.(i) 3 .5 core x 185 mm

2Each 2 2086 4172

(ii) 3 .5 core x 120 mm2

Each 6 2086 12516

(iii) 3 .5 core x 95 mm2

Each 2 1617 3234

(iv) 3 .5 core x 70 mm2

Each 7 1566 10962

(v) 3 .5 core x 50 mm2

Each 2 1566 3132

(vi) 3 .5 core x 35 mm2

Each 5 1114 5570

(vii) 3 .5 core x 25 mm2

Each 2 1114 2228

(viii) 2 core x 25 mm2

Each 2 606 1212

(ix) 2 core x 16 mm2

Each 3 533 1599

4.5 Supply, erection of CI chequered plate size 600x400x7 mm thick to cover the

pucca cable trench made of pre-cast cement traughs 2.5 mm thick.Sqm 12 1000 12000

49



4.6 Supply, erection and fixing of safety items as per detail given below:

(i) Fire Extinguisher IS marked of 10 Kg capacity.

(ii) Rubber mat IS marked suitable for 6.6 KV AC supply

(iii) Electric shock treatment chart large size

(iv) 11 KV / 433V danger plate

(v) Schematic diagram of HT/LT installation of suitable size.

(vi) Transformer data on metal sheet with Aluminium frame.

4.7 Supply and erection of cable route marker for HT/LT cable made of CI plate duly

en-graved "Danger 11 KV HT cable." & "440 V cable"

Each 125 248 31000

4.8 Supply & Erection of Earthing with 40 mm dia 3 mtrs long GI pipe Class medium

as Earth Electrode as per IS 3043 to achieve earth resistance less than one ohm

including construction of masonary enclosure with hinged cover plate of cast iron

with locking arrangement & connection by 50x6mm GI flat for earthing of GOS,

Transformer body, LT Panel Board with 2 earths each & all MDB / SDB by single

earth.Each 23 6500 149500

4.9 Fabricating, supply and installation of MS perforated cable tray (perforation not

more than 17.5%) size 600 mm width x 50 mm depth x 2.0 mm thickness

including Horizontal & vertical bends reducers, tees, cross members and other

accessories and including painting with smoke grey colour. Metre 150 1400 210000

4.10 Fabricating, supply and installation of MS perforated cable tray ( perforation not

more than 17.5%) size 150 mm width x 50 mm depth x 2.0 mm thickness

including Horizontal & vertical bends reducers, tees, cross members and other

accessories and including painting with smoke grey colour. Metre 150 414.50 62175

4.11 Supply, erection, testing and commissioning of self contained drinking water

cooler storage type capacity 150 liters /hour conforming to IS 1475 (Part-1) 2001

suitable for operation on 230V 50 cycle single phase AC supply including

foundation, electric connection & pipe line, bulk type Reverse Osmosis (R.O.) water

filter connection of approved make and earthing etc.Set 1 65000 65000

Job 1 24132 24132

50



4.12 PROVISION OF HIGH MASTS:

4.12.1 Supply, erection, testing and commissioning of 30 mts. High Mast conforming to

specification and consisting of accessories given below:-

Head Frame

Moveable Lantern Carriage

Double drum winch

6mm dia 316 grade SS Hoisting rope of 7/19 strands.

Trailing cable 5 core x 2.5mm2, 1100V grade, One No. per Mast

Foundation bolts, nuts and washers

Anchor plate and template

Lightning finial

Twin dome aviation light (LED type)

AC motor not less than 3HP capacity as 3 phase Power tool (Integral)

Feeder Pillar

Earthing (2 for each tower)

Time control panel suitable for Automatic switching to tower light

4.12.2 Construction of civil foundation considering SBC at site as 10 T/sq mtr.

Set 16 65000 1040000

4.12.3 Supply, erection testing and commssioning of specially designed non-integral high

mast flood light luminaires, suitable for use with SON lamp 1x400 W & 2x400W

fitting compete with control gear of approved make.

(i) 1x400 W Each 70 11002 770140

(ii) 2x400 W Each 140 28540 3995600

4.12.4 Fixing, wiring and commissioning of luminaires with heat resistant cable in

flexible pipe of ISI marking Each 210 170 35700

4.13 Galvanised Polygonal Pole

4.13.1 Supply, erection & commissioning of 6 m high hot dip galvanised polygonal

(octagonal) pole single Arm Bracket suitable for providing LED based Street Light

Luminaire complete with appropriate sleeve at the top of the pole single arm

bracket mounting overhang 1 m arm bracket and tilt of 15 Degree and suitable

foundation GI nut, bolts with washer and smart pack junction box with 16 A DP

MCB and terminals Each 24 14940 358560

Each 16 596767 9548272

51



4.13.2 RCC foundation of M 20 Gr. of size 1400 mm deep x 550 mm x 550 mm with

suitable reinforcement bars including excavation & refillingEach 24 2228 53472

4.13.3 Providing pole wiring from junction box to luminaires with 7/029 copper

conductor PVC-insulated, 1100 Volt grade. Each 24 520 12480

4.13.4 Supply and erecting street light fitting complete with SON lamp of 150W & having

deep drawn one piece Aluminium body, Nickel Chromium plated reflector with

clear acrylic cover and necessary control gear and electronic ignitor etc. with

complete wiring and accessories such as copper wound choke, condensor etc. of

approved make.Each 24 8355 200520

4.13.5 Cost of hume pipe laying under track / road size 150 mm dia. Metre 900 350 315000

4.14 Supply & laying of 6 SWG GI wire Metre 400 23 9200

Feeder Pillar (SHAKTINAGAR YARD) Fabrication supply, Erection, testing and

commissning of floor mounted dust and vermine proof multitier construction

outdoor type feeder pillar suitable for operation on 3 phase 4 wire 433 V AC

system. Panel is to be fabricated as per given specification by fabricator having

CPRI approval. The LT board shall be painted with powder coating of gray colour.

The panel shall be completed with inter connected instruments with copper FRLS

wires/strip Electrolytic grade A1-buster etc.

INCOMING

1x200A FP MCCB 50 KA,

Electrolytic grade, 200A Al Bus bar, of 1 No. 200A, 3 Nos.x30x10mm for phases &

20x10mm for neutral.


OUTGOING

4x63 A FP MCB 25 KA

1x32 A FP MCB 25 KA Each 1 65000

4.15

65000

52



Feeder Pillar (PRE - TIPPLER LINES ) Fabrication supply, Erection, testing and

commissning of floor mounted dust and vermine proof multitier construction

outdoor type feeder pillar suitable for operation on 3 phase 4 wire 433 V AC

system. Panel is to be fabricated as per given specification by fabricator having

CPRI approval. The LT board shall be painted with powder coating of gray colour.

The panel shall be completed with inter connected instruments with copper FRLS

wires/strip Electrolytic grade A1-buster etc.

INCOMING


Electrolytic grade, 600A Al Bus bar, 3 Nos.x40x20mm for phases & 1Nos.400 A

30x20mm for neutral.Indicating light LED type

OUTGOING

3x250 A FP MCCB 70 KA

1x63 A FP MCB 25 KA

ELECTRICAL WORKS - INTERNAL

ELECTRIFICATION OF OFFICE COMPLEX & WORKSHOP, PANEL CABIN &

LT PANEL ROOM4.17 Supply of all wiring materials, testing & commissioning for light, fan, exhaust fan,

bell points & 6A plugs with 1.5 mm2

PVC insulated copper stranded conductor

single core of 1100 V grade for line, neutral & earth conductor in MS heavy duty

IS marked 25mm dia conduit complete with piano type switch, ceiling rose and MS

box fabricated from 16 SWG MS sheet covered with Phenolic Board.

Each 446 520 231920

4.18 Supply of all wiring materials, erection, testing and commissioning of wiring with

4 mm square PVC insulated multistranded copper conductor of single core for

line, neutral and earth from DB to 16A sockets switch board & further wiring with

2.5 mm square PVC insulated multistranded copper conductor of single core for

line, neutral & earth and connection to the next socket switch board of 16 A.

Wiring includes supply and laying of MS heavy duty 25mm dia conduit, MS box

made of 16 SWG sheet having phenolic board as cover & 16A sockets with 16A

piano type switches. Each 148 721 106708

4.19 Supply, installation, testing and commissioning of surface/ wall mounted tube

light fitting complete with electronic ballast including tube of any approved brand

with connection to ceiling rose, supporting clamps, etc.

(a) 1x 28 W T-5 mirror optics lucminaires which powder coated CRCA sheet

stee;lhousing with aluminium mirror reflector.Each 227 1324 300548

No. 1 94300

4.16

94300

53



4.20 Supply, installation, testing and commissioning of ceiling fan, 1200mm sweep

complete with electronic regulator, capacitor, canopy, down rod, nut, bolts split

pin and 3 fans blades etc. Each 73 1500 109500

4.21 Supply, installation, testing and commissioning of exhaust fan complete with all

accessories including louvre size 450mm of 900 RPM.Each 33 2050 67650

4.22 Supply, erection, testing and commissioning of Bell Buzzer complete.

Each 9 450 4050

4.23 Supply, installation, testing and commissioning of air circulator fan complete with

all accessories size 600 mm, 1340 rpm, oscillating type, with individual controlling

switch and mounting arrangement of the fan.Each 28 5800 162400

4.24 Supply, erection, testing and Commissioning of single phase 32A Industrial heavy

duty sockets with 32 A type C MCB for portable Machinary.(Complete with M.S

Box) Each 17 539 9163

4.25 Supply, erection, testing and commissioning of 1.5 ton Air-conditioner split unit

complete with remote control, sweeping arrangement in the cool air out-let

conforming to energy saving hall marks of 4 star and other accessories & 5KVA

stablizer of voltage range 160 V to 280 V complete with autocut & time lag feature.

Each 19 37000 703000

4.26 Supply, erection, testing & commissioning of 25 ltrcapacity geyzer complete with

all accessories. Each 1 7500 7500

4.27 Supply, erection, testing & commissioning of desert cooler complete with all

accessories like submersible type water circulating pump, 12" exhaust fan similar

to Symphony make etc.Each 11 6500 71500

4.28 Supply of all wiring material & wiring of SON lamp fittings, air circulating fans

with 4sq.mm stranded copper conductor single core for line, neutral & earth

complete in MS conduit of 25mm dia and holding arrangements, etc from SDB

and panel. Each 106 1150 121900

4.29 Supply, erection, testing and commissioning of 1x400 W SON high bay Light

fitting complete with lamp, control switch gear box having copper wound ferro

magnetic ballast, p.f improvement capacitor and ignitor. Reflector made of electro-

chemically brightened & anodized aluminium and glass cover.Each 78 5000 390000

54



4.30 DISTRIBUTION BOARDS

Fabrication, Supply, erection, testing and commissioning of steel MDB 415 V on

surface/recess complete with loose wire box terminal connection for incoming and

outgoing circuit duly prewired with F R PVC insulted copper conducter upto the

terminal block tind copper busbar newtral link earth bar and detachable gland

powder painted including earthing etc.

4.30.1 MDB / PANEL NO. 1 (FOR OFFICE COMPLEX) INCOMING

lx200A FP MCCB 50 KA,

Electrolytic grade, 300A Cu Bus bar,

3Nosx30xl0mm for phases & 1 No. 200A

20x10mm for neutral

Indicating, light LED type

OUTGOING

2xl00A FP MCCB, 40 KA

3x32A FP MCB, 25 KA WITH 6 WAY TPN DB (Seprate Unit)

4x63A FP MCB, 25 KA WITH 6 WAY TPN DB (Seprate Unit)

4.30.2 MDB / PANEL NO. 2 (FOR INDUSTRIAL PLUG)

INCOMING


Electrolytic grade, 200A Cu Bus bar, of 1 No.

200A,3Nos.x30x10mm for phases & 20x10mm for neutral.


OUTGOING

4x63 A FP MCB 25 KA Each

Each 1 91135 91135

1 65000 65000

55



4.30.3 MDB / PANEL No. 3 (FOR LIGHTING ARRANGEMENTS IN WORKSHOP/SHED-

IN EACH HALF PORTION)

INCOMING

1x63A FP MCB 25 KA,

Electrolytic grade, 100A Cu Bus bar 3Nos.x40x10mm

for phases & 1 No.200 A of 20x10mm for neutral.


OUTGOING

12xl6A DP MCB 10 KA, WITH 3 WAY DP DB

4.30.4 MDB /PANEL No.4 (FOR AIR CIRCULATING FANS)

INCOMING

lx63A FP MCB , 25 KA

Electrolytic grade, 100A Cu bus bar 3 No. for Phases and one 200A for Neutral.

Indicating light LED Type.

OUTGOING

6xl6A DP MCB 10 KA (2 on each phase)

4.31 Supply, fixing, testing & commissioning of 1 x 150W SON lamp bracket light

fitting complete with integral electric gear and bracket holding arrangements and

high quality electro-chemically anodized & brightened aluminium reflector and

acrylic cover including GI pipe of 40mm dia similar to Philips model SRP 202/250.

Each 2 5100 10200

4.32 Dismantling of existing sub-station including transformer and associated

equipment. Dismentling of Transformar including all fitings H pole etc. The work

includes dismenteling of plateform(Transformar plinth of RCC/CC/BW) also. The

work includes Transportations of all serviceable material. (Transformar and its

acessories poles etc.) To NTPC stores and hand it over to NTPC. The work also

includes the Transportation of un-serviceable materials as directed by Engineer

incharge.Job 1 One Job 120000

32468677Total

Each 1

2 50000 100000

50000 50000

Each

56


In Figures In Words

Amount in

figures (Rs.)

Rs. 1,000,000

Unit Rate Amount

Schedule - 5

CPWD DSR 2013 ITEMS

Any other item not covered in above

schedules but covered in CPWD DSR

2013 for miscellaneous/ unforeseen

works.

5.1

Item No. Description of item Estimated CostPercantage above (+) or below (-

) or at par

CPWD DSR

2013 Rates

57

Date post:	21-Aug-2018
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