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

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 ______________

SCHEDULE DESCRIPTIONTOTAL QUOTED AMOUNT IN FIGURES

( Rs.)

1 Bridge Works

2 Workshop & Buildings

3 Concrete Works

4 Electrical Works

(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

UNCONDITIONAL REBATE

TOTAL OF ALL SCHEDULES (1) TO (4) AFTER APPLYING REBATE IN RUPEES

ABSTRACT OF COST

PART - 2

SCHEDULE (BILL) OF QUANTITIES

TOTAL OF ALL SCHEDULES (1) TO (4) IN RUPEES

ITEM RATE

1

In Figures In Words

1.1 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

1.2 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

BRIDGE WORKS

SCHEDULE - 1

Quoted

Unit Rate (Rs.)Description of ItemItem

No.Unit Quantity Amount in

Figures (Rs.)

2

In Figures In Words

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Unit Rate (Rs.)Description of ItemItem

No.Unit Quantity Amount in

Figures (Rs.)

1.3 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

1.4 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

1.5 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

1.6 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

3

In Figures In Words

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Unit Rate (Rs.)Description of ItemItem

No.Unit Quantity Amount in

Figures (Rs.)

1.7 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

1.8 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

1.9 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

1.10 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

4

In Figures In Words

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No.Unit Quantity Amount in

Figures (Rs.)

1.11 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

1.12 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

1.13 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

5

In Figures In Words

2.1 Carriage of material by mechanical transport including loading,

unloading and stacking Earth Lead upto 1 KMCum 190

2.2 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 1.5mCum 2075

2.3 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

2.4 Supplying and filling in plinth with Jamuna sand under floors

including, watering, ramming consolidating and dressing

complete.Cum 165

2.5 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

2.6 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

2.7 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

2.8 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

Amount in

Figures (Rs.)

WORKSHOP & BUILDINGS

Unit Rate (Rs.)

Quoted

SCHEDULE - 2

Description of itemItem

No.Unit Quantity

6

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2.9 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

2.10 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

2.11 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

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

class designation 7.5 in foundation and plinth in :

(a) cement mortar 1:4 (1 cmeent : 4 coarse sand) Cum 385

(b) Cement Mortar 1:6 (1 cement : 6 cosare sand) Cum 620

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)

Cum

2.13

2.14

985

110Sqm.

7

In Figures In Words

Amount in

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Description of itemItem

No.Unit Quantity

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)

2.16 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) 35mm thick including ISI marked Stainless Steel butt hinges

with necessary screws Sqm. 19

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

with necessary screws. Sqm. 19

2.17 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

2.18 Extra for cutting rebate in flush door shutters (Total area of the

shutter to me measured.) Sqm 14

2.19 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

2.20 Providing and fixing ISI marked oxidised M.S. sliding door bolts

with nuts and screws etc. complete : 300x16 mmEach 4

2.15

Sqm. 130

8

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2.21 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) 250 x 16 mm Each 43

(b) 300 x 16 mmEach 6

2.22 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) 250 x 10 mm Each 87

(b) 200 x 10 mmEach 4

(c ) 150 x 10 mm Each 43

(d) 300 x 10 mmEach 23

2.23 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

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 Each

2.24

179

9

In Figures In Words

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2.25 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) Single Rubber stopper Each 36

(b) Twin Rubber stopperEach 14

2.26 Providing and fixing PTMT handles with necessary screws etc.

complete. 125x34x24 mm weighing not less than 23 gms.Each 8

2.27 Providing and fixing PTMT handles with necessary screws etc.

complete. 150x34x24 mm weighing not less than 26 gms.Each 4

2.28 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

2.29 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) 80x1.25mm M.S laths with 1.25 mm thick top cover. Sqm 1936

(b) 80x1.20mm M.S laths with 1.20 mm thick top cover. Sqm 34

(c ) Providing and fixing ball bearing and roll shutters. Each 28

10

In Figures In Words

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2.30 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

2.31 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

2.32 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

11

In Figures In Words

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No.Unit Quantity

2.33 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

2.34 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

2.35 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

2.36 Providing and fixing M.S round holding down bolts with nuts

and washer plates complete. Kg 1590

12

In Figures In Words

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No.Unit Quantity

2.37 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) In stringers, treads, landings etc. of stair cases including use of

chequered plate wherever required, all complete.Kg 7550

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

and similar works. Kg 12675

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

2.39 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

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 1120

1150Sqm

2.40

2.38

Sqm

13

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No.Unit Quantity

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

2.42 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

2.43 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 pigment

Sqm. 80

2.44 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

Providing and fixing glass strips in joints of terrazo / cement

concrete floors

40 mm wide and 4 mm thick 500

38

2.45

Metre

2.41

Sqm

14

In Figures In Words

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No.Unit Quantity

2.46 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

2.47 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

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/m2.

Metre 270

(b)

Sqm 14

(a)

Sqm 70

2.48

15

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2.49 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

2.50 Extra for providing and fixing and wind ties of 40 x 6 mm flat

iron section. Metre 900

2.51 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 hipsMetre 25

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 Sqm 1246

2.52

16

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No.Unit Quantity

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.

2.54 Extra for every additional 1 cm thickness of mud phaska

Sqm 1940

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

2.56 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

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.

Metre 360

Sqm 976

108

2.57

2.55

2.53

Each

17

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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

2.60 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) 75 mm diameterMetre 20

(b) 110 mm dia meterMetre 210

2.61 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) Bend 87.5 gegree,110 mm Shoe.Each 20

(b) shoe(Plan) 110 mm Shoe.Each 24

2.62 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

4Each

Each 176

2.58

2.59

18

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2.63 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

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)

2.66 12mm cement plaster of mix :

(a) 1:4 (1 cement : 4 coarse sand) Sqm 1200

(b) 1:6 (1 cement : 6 coarse sand) Sqm 4330

2.67 20 mm cement plaster 1:2 ( 1 cement : 2 stone dust) Sqm 60

6 mm cement plaster to ceiling of mix :

1:3 (1 cement : 3 Fine sand)

Sqm 2175

Sqm 1840

Sqm 1275

2.68

2.64

2.65

19

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Description of itemItem

No.Unit Quantity

2.69 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

2.70 Neat cement punning Sqm 1700

2.71 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 cement

Sqm 1000

2.72 White washing with lime to give an even shade: New work (three

or more coats) Sqm 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)

2.75 Applying priming coat :

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

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

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

brand and manufacture on steel galvanised iron /steel works.

Sqm 20

Sqm 6295

Sqm 2550

2.74

2.73

20

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Description of itemItem

No.Unit Quantity

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

2.79 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

Sqm 20

Metre 370

Sqm 2790

2.77

2.78

2.76

21

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Description of itemItem

No.Unit Quantity

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

2.81 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

2.82 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

2.83 Suppling and stacking at site.

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

(b) Red bajri Cum 400

2.84 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

Metre 60

2.80

22

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Description of itemItem

No.Unit Quantity

2.85 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

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 Each 19

Each 25

2.86

2.87

23

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Description of itemItem

No.Unit Quantity

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.

2.90 Providing and fixing G.I inlet connection for flush pipe

connecting with W.C. pan Each 2

Providing and fixing kitchen sink inlcuding making all

connection excluding cost of fittings.

White glazed fire clay sink 600x450x250 mm.

2.92 Providing and fixing PVC waste pipe for sink or wash basin

including PVC waste fittings complete.

a Semi rigid pipe 32 mm dia Each 2

b Flexible pipe 32 mm dia Each 16

c Flexible pipe 40 mm dia Each 8

2.93 Providing and fixing 100 mm sand cast iron grating for gully,

trap Each 56

Each 1

Each 16

4Each

2.91

2.88

2.89

24

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Description of itemItem

No.Unit Quantity

2.94 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

2.95 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

2.96 Providing and fixing soil, waste and vent pipes.

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

& S pipe as per IS 3989 pipe Metre 250

(b) 75 mm dia, Centrifugally cast(spun) iron socketed pipeMetre 12

2.97 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) For 100 mm dia pipe Each 201

(b) For 75 mm dia pipeEach 5

2.98 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 Each 19

25

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2.99 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) Sand cast iron S&S as per 1S.3989 Each 1

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

2.100 Providing and fixing terminal guard

(a) Sand cast iron S&S as per Is 1729 100mm dia Each 16

(b) Sand cast iron S&S as per 1S.3989 Each 3

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

2.101 Providing and fixing collar

(a) Sand cast iron S&S as per IS 3989 100 mm dia Each 24

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

2.102 Providing lead caulked joints to sand cast iron/centrifugally cast

(spun) iron pipes and fittings of diameters.

(a) 100 mm Each 73

(b) 75 mmEach 12

2.103 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) 100mm intel and 100 mm outel.Sand cast iron S & S, as per IS

3989 Each 10

(b) 100 mm intel and 75 mm outel.Sand cast iron S&S, as per IS

3989Each 1

26

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Description of itemItem

No.Unit Quantity

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.

2.106 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) 15 mm dia nominal bore Metre 120

(b) 25 mm dia nominal bore Metre 84

(c) 40 mm dia nominal bore Metre 200

(ii) Concealed pipe including painting with anti corrosive bitumastic

paint, cutting chases & making good the wall.

(a) 15 mm dia nominal bore Metre 60

(b) 20 mm dia nominal bore Metre 50

Metre 20

Each 18

2.104

2.105

27

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

trenching & refilling etc., (external work)

(a) 20 mm dia nominal bore Metre 300

(b) 25 mm dia nominal bore Metre 510

(C ) 40 mm dia nominal bore Metre 60

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

Each 42

Each 11

Each 18

Each 20

Each 10

Each 1

2.112

2.113

2.110

2.111

2.108

2.109

28

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2.114 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.

a 100 mm diameter Metre 130

b 150 mm diameter Metre 220

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 (DSR 19.2.1)

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

2.117 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

Metre 130

200Metre

2.115

2.116

29

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2.118 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 300 mm dia RCC pipe. Metre 238

b 600 mm dia RCC pipe Metre 100

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 7.5Each 11

2.119

30

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Description of itemItem

No.Unit Quantity

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)

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

designation 7.5

Extra for depth for manholes

Size 90 x 80 cm

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

designation 7.5

Extra for depth for manholes

Size 120 x 90 cm

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

designation 7.5

Metre 4

1Metre

Each 12

2.122

2.120

2.121

31

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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.

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

designation 7.5

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).

Kg 1755

Each 2

1Each

2.124

2.125

2.123

32

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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.

2.128 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

2.129 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.

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

designation 7.5.Each 32

Sqm 100

Kg 1148

2.126

2.127

33

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2.130 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.

Metre 4788

2.131 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) Initial Test per test 2

(b) Routine test per test 2

34

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2.132 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) Initial Test per test 2

(b) Routine test per test 2

2.133 Providing dry concrete without mortar (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

2.134 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

2.135 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

2.136 Providing and fixing Chromium plated steel railing over upper

Verandah complete as per direction of Engineer. Kg 200

35

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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).

MS tube Section

Notes:

a) Payment will be made in stages.

ii) On erection of steel truss = 30%

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

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

Engineer, erection in final position he has to make good any type

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

payment.Quintal 2000

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

finishing = 10%

2.137

i) Supply, fabrication and assembling on ground and passing

steel work at site including priming coat = 60%

36

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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.

2.139 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

2.140 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

2.141 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

2.138

Metre 700

37

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2.142 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) 75 mm dia pipeEach 5

(b) 100 mm dia pipeEach 5

2.143 Providing and fixing heel rest sanitary bend 100 mm dia

(a) Sand cast as per IS.3989 iron S&SEach 1

(b) 75 mm dia sand cast as per IS. 3989 iron S&SEach 1

2.144 Providing & fixing M.S. stays and clamp for sand cast

iron/centrifugally cast (spun) pipes of diameter.

(a) 100 mmEach 2

(b) 75 mmEach 2

2.145 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

38

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Figures (Rs.)

Unit Rate (Rs.)

Quoted

Description of itemItem

No.Unit Quantity

2.146 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

2.147 Providing 40x5mm flat iron hold fast 40cm long including fixing

to frame with 10mm diameter bolts, nuts and wooden plugs and

embeddings in cement concrete block 30x10x15cm 1:3:6 mix (1-

cement : 3-coarse sand : 6-graded stone aggregate 20mm

nominal size)Each 220

2.148 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

2.149 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

39

In Figures In Words

Amount in

Figures (Rs.)

Unit Rate (Rs.)

Quoted

Description of itemItem

No.Unit Quantity

2.150

Cum 280

2.151 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

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.

40

In Figures In Words

Amount in

Figures (Rs.)

Unit Rate (Rs.)

Quoted

Description of itemItem

No.Unit Quantity

2.152 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

2.153 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

2.154 Providing and Fixing gun metal gate value with CI wheel of

approved quality (screwed end)

25mm Nominal boreEach 6.00

2.155 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

2.156 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

2.157 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

41

In Figures In Words

Amount in

Figures (Rs.)

Unit Rate (Rs.)

Quoted

Description of itemItem

No.Unit Quantity

2.158 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

2.159 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

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

100mm outletEach 16.00

42

In Figures In Words

Amount in

Figures (Rs.)

Unit Rate (Rs.)

Quoted

Description of itemItem

No.Unit Quantity

2.161 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 diameterMtr. 210.00

2.162 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

2.163 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

2.164 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

TOTAL

43

In Figures In Words

3.1 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 15845

3.2 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)

3.2.1 Upto Plinth CUM 1722

3.2.2 Above Plinth CUM 497

3.3 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 and 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.

SCHEDULE - 3

CONCRETE WORKS

For Bridge, Buildings & Workshop

Item

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

Quoted

Amount in

Figures (Rs.)

44

In Figures In Words

Item

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

Quoted

Amount in

Figures (Rs.)

3.3.1 M-20 CUM 838

3.3.2 M-25 CUM 1300

3.3.3 M-30CUM 310

3.3.4 M-35 CUM 6650

3.4 Supplying and placing steel reinforcement in RCC consisting

of high yield strength deformed bars of grade Fe 500

Conforming to IS:1786 from main 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.

MT 877

TOTAL

45

In Figures In Words

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 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

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

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

Description of item

SCHEDULE-4

ELECTRICAL WORKS

QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

46

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

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

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

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

4.2.4 Supply, fixing & commissioning of 11 KV disc insulators

complete with hardware materials.No. 24

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

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

Insulated armoured Aluminium cable two numbers 3C x 150

mm2

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

connection arrangement with cold shrinkable (HT side complete

with )HT Termination kit of transformers/H Pole/CPH 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 & provision of brick &

sand, etc and finising it as it was prior to digging trench.

NOTE: Laying of 1 metere HT cable shall be laying of two HT

cables 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 laid .

Metre 2000

47

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

4.3 MAIN LT PANEL

4.3.1 Fabrication, Supply, erection, testing and commissioning of one

cubicle type and one 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 given 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 Bus coupler, FP,

Electrical draw out type ACB, 66 KA microprocessor based with

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).

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

incoming feeder)

48

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

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 one 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 KASet 1

49

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

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 also

including excavation , sand cousning protictive brick covering

and testing & commissioning of the armoured cables of following

sizes:

(i) 3 .5 core x 185 mm2

Metre 700

(ii) 3 .5 core x 120 mm2

Metre 2750

(iii) 3 .5 core x 95 mm2

Metre 530

(iv) 3 .5 core x 70 mm2

Metre 3110

(v) 3 .5 core x 50 mm2

Metre 425

(vi) 3 .5 core x 35 mm2

Metre 2500

(vii) 3 .5 core x 25 mm2

Metre 450

(viii) 2 core x 25 mm2

Metre 650

(ix) 2 core x 16 mm2

Metre 1500

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

50

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

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 mm2 Each 2

(ii) 3 .5 core x 120 mm2 Each 6

(iii) 3 .5 core x 95 mm2 Each 2

(iv) 3 .5 core x 70 mm2 Each 7

(v) 3 .5 core x 50 mm2 Each 2

(vi) 3 .5 core x 35 mm2 Each 5

(vii) 3 .5 core x 25 mm2 Each 2

(viii) 2 core x 25 mm2 Each 2

(ix) 2 core x 16 mm2 Each 3

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

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

below:

Fire Extinguisher IS marked of 10 Kg capacity.

Rubber mat IS marked suitable for 6.6 KV AC supply

Electric shock treatment chart large size

11 KV / 433V danger plate

Schematic diagram of HT/LT installation of suitable size.

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

Job 1

51

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

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 double

earths & all MDB / SDB by single earth.Each 23

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

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

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 construction of

foundation, electric connection & water pipe line, bulk type

Reverse Osmosis (R.O.) water filter connection of approved make

and earthing etc.set 1

52

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

4.12 PROVISION OF HIGH MASTS:

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 copper 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 ON & OFF of

tower light

4.12.2 Construction of civil foundation considering SBC at site as 10

T/sq mtr. set 16

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

(ii) 2x400 W Each 140

4.12.4 Fixing, wiring and commissioning of luminaires with heat

resistant cable in flexible pipe of ISI marking Each 210

Each 16

4.12.1

53

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

4.13 Galvanised Polygonal Pole

4.13.1 Supply, erection & commissioning of 9 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 terminalsEach 24

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

4.13.4 Providing pole wiring from junction box to luminaires with

7/029 copper conductor PVC-insulated, 1100 Volt grade.Each 24

4.13.5 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

4.13.6 Cost of hume pipe laying under track / road size 150 mm dia.

Metre 900

4.14 Supply & laying of 6 SWG GI wire Metre 400

54

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

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 complete with inter

connected instruments with copper FRLS wires/strip

Electrolytic grade Al-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.

Indicating light LED type

OUTGOING

4x63 A FP MCB 25 KA

1x32 A FP MCB 25 KA

4.15

1Each

55

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

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 complete with inter

connected instruments with copper FRLS wires/strip

Electrolytic grade Al-buster etc.

INCOMING

1x500A FP MCCB 125 KA,

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 ROOM

4.17 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

No.

4.16

1

56

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

4.18 Supply of all wiring material, 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

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 with powder coated CRCA

sheet stee;lhousing with aluminium mirror reflector.Each 227

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

4.21 Supply, installation, testing and commissioning of exhaust fan

complete with all accessories including louvre size 450mm of

900 RPM.Each 33

57

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

4.22 Supply, erection, testing and commissioning of Bell Buzzer

complete.Each 9

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

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

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

4.26 Supply, erection, testing & commissioning of 25 ltr­capacity

geyzer complete with all accessories.Each 1

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

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 its holding arrangements, etc from SDB and panel.Each 106

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

58

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

4.30 DISTRIBUTION BOARDS

Fabrication, Supply, erection, testing and commissioning of (3

phase) 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 tinned copper busbar newtral link earth bar and

detachable gland powder painted including earthing etc.

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)

MDB / PANEL NO. 2 (FOR INDUSTRIAL PLUG)

INCOMING

1x200A FP MCCB 50 KA,

Electrolytic grade, 300A Cu Bus bar, of 3 No. for

phases & one 200A for neutral.

Indicating light LED type

OUTGOING

4x63 A FP MCB 25 KA

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.

for phases & 1 No.200 A for neutral.

Indicating light LED type

OUTGOING

12xl6A DP MCB 10 KA, WITH 3 WAY DP DB

Each 1

4.30.1

Each 2

4.30.3

4.30.2

Each 1

59

In Figures In Words

Description of item QuantityUnitItem

No.Unit Rate(Rs.)

Quoted

Amount in

Figures

(Rs.)

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

4.32 Dismantling of existing sub-station including transformer and

associated equipment. Dismantling of Transformar including all

fitings H pole etc. The work includes dismentling of platform

(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

4.30.4

Each 1

TOTAL

60