ntpc limited - rites.com · seal of tenderer (iv) date (v) ... cement concrete using tremie pipe...
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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
Quoted
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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Unit Rate (Rs.)Description of ItemItem
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.)
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SCHEDULE - 2
Description of itemItem
No.Unit Quantity
6
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Unit Rate (Rs.)
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Description of itemItem
No.Unit Quantity
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
Figures (Rs.)
Unit Rate (Rs.)
Quoted
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
In Figures In Words
Amount in
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No.Unit Quantity
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
Amount in
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Description of itemItem
No.Unit Quantity
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
Amount in
Figures (Rs.)
Unit Rate (Rs.)
Quoted
Description of itemItem
No.Unit Quantity
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
Amount in
Figures (Rs.)
Unit Rate (Rs.)
Quoted
Description of itemItem
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
Amount in
Figures (Rs.)
Unit Rate (Rs.)
Quoted
Description of itemItem
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
In Figures In Words
Amount in
Figures (Rs.)
Unit Rate (Rs.)
Quoted
Description of itemItem
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
Amount in
Figures (Rs.)
Unit Rate (Rs.)
Quoted
Description of itemItem
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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Description of itemItem
No.Unit Quantity
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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Amount in
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Unit Rate (Rs.)
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Description of itemItem
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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Description of itemItem
No.Unit Quantity
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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Description of itemItem
No.Unit Quantity
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
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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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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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No.Unit Quantity
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
In Figures In Words
Amount in
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