tender no dli/con/752/569 for volume iii...

AN ISO 9001 & ISO 14001 COMPANY

TENDER No: DLI/CON/752/569

FOR

Construction of Township (Type- I 12 nos., Type- II 10

nos. & Type- III 02 nos. Residential Qtrs.) in village, Hora

Bangar, for ALIMCO Kanpur (U.P.)

VOLUME – III

PRICE BID/ BILL OF QUANTITIES

In figures In words In figures In words

CIVIL WORK

ON DSR-2014 47,789,000.00

ON MARKET RATE

ITEMS 5,628,000.00

ELECTRICAL WORK

ON DSR-2014 3,005,677.00

ON MARKET RATE

ITEMS 4,814,720.00

Total: 61,237,397.00

BIDDER'S FINANCIAL

OFFER :

In Figures

SEAL

In Words

SIGNATURE

% QUOTE ABOVE/ BELOW / AT PAR ESTIMATED COST (IN

Rs.)

PRICE BID

BIDDER'S PRICE

1

Construction of Township (Type -I 12 nos., Type- II 10 nos. & Type- III 02 nos. Residential Qtrs.) in village, Hora Bangar, for ALIMCO Kanpur (UP).

SUMMARY OF COST

2

DLI/CON/752/569 DATED 17.04.2016

(A GOVERNMENT OF INDIA ENTERPRISE)

ENGINEERING PROJECTS (INDIA) LTD.

Rates should be inclusive of all applicable taxes & duties as per clause 13 of GCC nothing extra shall be paid on this account.

Note-The Rate in BOQ are DSR-2014 for DSR items and market rate for Non DSR items and accordingly tenderer has to quote the rates above/ at par /below on DSR-2014 items and

NS items.

SL.No. ITEM

AMOUNT IN Rs. After adding percentage above/ below/ at par

CIVIL WORK ON DSR-2014 47,789,000.00

ON MARKET RATE ITEMS 5,628,000.00

ELECTRICAL WORK ON DSR-2014 3,005,677.00

ON MARKET RATE ITEMS 4,814,720.00

Total: 61,237,397.00

Note-

1

2

The Rate in BOQ are DSR-2014 for DSR items and market rate for Non DSR items and accordingly tenderer has to quote

the rates above/ at par /below on DSR-2014 items and NS items.

Rates should be inclusive of all applicable taxes & duties as per clause 13 of GCC nothing extra shall be paid on this account.

General Summary

Construction of Township (Type -I 12 nos., Type- II 10 nos. & Type III 02 nos. Residential Qtrs.) in village, Hora

Bangar, for ALIMCO Kanpur (UP).

SL.No. ITEM ESTIMATED COST (IN Rs.)

1 EARTH WORK 436,017.99 -

2 CEMENT CONCRETE 641,314.50 18,206.40

3 REINFORCED

CEMENT CONCRETE 18,377,041.90 -

4 BRICK WORK 3,138,948.55 -

5 MARBLE & GRANITE

WORK 409,088.20 -

6 WOOD WORK 3,484,683.00 469,932.80

7 STEEL WORK 2,000,413.44 97,519.30

8 FLOORING WORK 3,747,309.30 2,220,293.85

9 ROOFING & FALSE

CEILING 705,508.40 -

10 FINISHING 4,022,021.10 265,417.50

11 ROAD WORK 1,432,038.94 -

12 SANITARY

INSTALLATION 1,638,694.01 9,849.06

13 WATER SUPPLY 1,458,037.95 2,264,368.00

14 DRAINAGE 304,365.25 -

15 ALUMINIUM WORK 4,000,929.70 -

16 WATER PROOFING 909,923.10 -

17 MISC ITEMS & Rain

Water Harvesting 871,687.10 282,683.90

18 HORTICULTURE

WORK 211,420.60 -

Total 47,789,443.03 5,628,270.81 Add 5% Contigencies

TOTAL AMOUNT 47,789,443.03 5,628,270.81

Say 47,789,000.00 5,628,000.00

Add 0% Cost Index

(Cost Index of

Kanpur)

-

Total Amount 47,789,000.00 5,628,000.00 GRAND TOTAL OF

WORKS CARRIED

OVER TO SUMMARY 53,417,000.00

ABSTRACT OF COST FOR TOWNSHIP

PROJECT : ALIMCO AUXILLARY PRODUCTION CENTRE,KANPUR

S. No Description of item DSR Amount (Rs.)Non DSR Amount

(Rs.)

Township-Abstract of Cost 1 of 1 ALIMCO-Kanpur

1.01 1.1.2

Extra for Carriage of materials By Mechanical Transport including loading, unloading and

stacking and all kinds of soils upto lead of 1 KM including all lifts as per direction of

Engineer In charge.

a Earth Cum 404.00 98.34 39729.36 0.00

1.02 2.8

E/W in excavation by machanical means (hydruolic excavator ) / manual means in

foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan ) including

dressing of sides and remaining of bottoms , lift upto 1.5 m , including getting out the

excavated soil and disposal of surplus excavated soil as directed , with in a lead of 50m

2.8.1 All kinds of soil Cum 804.00 157.50 126630.00 0.00

1.03 2.10

Excavating trenches of required width for pipes, cables, etc including excavation for

sockets, anddressing of sides, ramming of bottoms, depth up to 1.5 m, including getting

out the excavated soil, and then returning the soil as required, in layers not exceeding 20

cm in depth, including consolidatingeach deposited layer by ramming, watering, etc. and

disposing of surplus excavated soil as directed,within a lead of 50 m :

2.10.1 All kinds of soil

a 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia Metre 278.00 208.3 57907.40 0.00

1.04 2.11

Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding

1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5

metre).2.10.1 All kinds of soil

a 2.10.1.2 Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia Metre 139.00 283.288 39377.03 0.00

1.14 2.25

Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations

etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming

and watering, lead up to 50 m and lift up to 1.5 m.

Cum 337.00 112.40 37878.80 0.00

1.15Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or

stacked materials.

2.26.1 All kinds of soil Cum 49.00 46.25 2266.25 0.00

1.16 2.27Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming,

consolidating and dressing complete.Cum 51.00 910.25 46422.75 0.00

1.17 Supplying chemical emulsion in sealed containers including delivery as specified.

2.34.1 Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Ltr 428.00 185.95 79586.60 0.00

1.18Diluting and injecting chemical emulsion for POST CONSTRUCTIONAL

anti-termite treatment (excluding the cost of chemical emulsion) :

Along the external wall below concrete or masonry apron using chemical emulsion @ 2.25

litres per linear metre including drilling and plugging holes etc.:

1.19 2.35.2.1 With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration Rmt 274.00 22.70 6219.80 0.00

436017.99 0.00

Total N DSR

Amount

Total

Qty

SUB HEAD - I ( EARTH WORK)

2. CEMENT CONCRETE WORK

Item

No.DSR/MR DESCRIPTION

BILL OF QUANTITY FOR PROJECT : ALIMCO AUXILLARY PRODUCTION CENTRE,KANPUR

DSR Rate

(In Rs.)

N DSR Rate

(In Rs.)

Total DSR

AmountUNIT

1. EARTH WORK

Page 1

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DSR Rate

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N DSR Rate

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2.01 4.17

Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand :

6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast

40 mm nominal size, well rammed and consolidated and grouted with fine sand, including

finishing the top smooth.

Sqm 70.00 419.30 29351.00 0.00

2.02 4.1.8Providing and laying in position cement concrete of specified grade excluding the cost of

centering and shuttering - All work up to plinth level :

a1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size)

Cum 88.00 4301.15 378501.20 0.00

2.03 4.18

Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter

10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/RCC/Flooring/water

retaining structures by using 125gms of synthetic Polyester triangular fibre for 50 Kg

cement used as per directions of Engineer-in-Charge.

Per

Bag

of 50

Kg

of

200.00 53.00 10600.00 0.00

2.04 4.12

Extra for providing and mixing water proofing material in cement concrete work in doses by

weight of cement as per manufacturer’s specification.Per 50

Kg

Cemen

t

100.00 48.15 4815.00 0.00

2.14 19.2

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

aggregate 40 mm nominal size) all-round S.W./RCC pipes including bed concrete as per

standard design:a 19.2.2 150 mm dia Metre 140.00 724.7 101458.00 0.00

b 19.2.3 200 mm dia Metre 138.00 844.85 116589.30 0.00

2.15 AR

Providing and Laying in position brick bats in layers as required including watering and

Consolidation complete at all levels including all leads and lifts as per direction of Engineer

in Charge.

Cum 24.00 758.60 0.00 18206.40

641314.50 18206.40

3.01 5.1Providing and laying in position specified grade of reinforced cement concrete, excluding

the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

a 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Cum 10.00 6230.20 62302.00 0.00

3.02 5.2

Reinforced cement concrete work in walls , Beam Slab, Column (any thickness), including

attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers,

abutments, posts and struts etc. up to floor five level, excluding cost of centering,

shuttering, finishing and reinforcement :

a 5.2.2 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) Cum 49.00 7074.30 346640.70 0.00

3.03 5.9Centering and shuttering including strutting, propping etc. and removal of form work for :

a 5.9.1 Foundations, footings, bases and foundations for shed columns Sqm 148.00 196.45 29074.60 0.00

SUB HEAD - 2 (CEMENT CONCRETE WORK)

3. REINFORCED CEMENT CONCRETE WORK

Page 2

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Item



DSR Rate

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N DSR Rate

(In Rs.)

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AmountUNIT

b 5.9.2Walls ( any thickness) including attached pilasters, buttresses, plinth and string courses

etc.Sqm 424.00 360.80 152979.20 0.00

c 5.9.3 Suspended floors, roofs, landings, balconies and access platform. Sqm 2780.00 401.65 1116587.00 0.00

d 5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers Sqm 1860.00 332.15 617799.00 0.00

e 5.9.6 Columns, piers, abutments, pillars, posts and struts. Sqm 1190.00 453.35 539486.50 0.00

f 5.9.7 Stairs, (excluding landings) except spiral- staircase Sqm 135.00 395.65 53412.75 0.00

3.04 5.37

Providing and laying in position ready mixed M-25 grade concrete for reinforced cement

concrete work, using cement content as per approved design mix, manufactured in fully

automatic batching plant and transported to site of work in transit mixer for all leads,

having continuous agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of

laying , excluding the cost of centering, shuttering finishing and reinforcement, including

cost 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 the Engineer -in - charge.

(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/

less cement used as per design mix is payable/recoverable separately).a 5.37.1 All works upto plinth level Cum 200.00 6644.60 1328920.00 0.00

b 5.37.2 All works above plinth level upto floor V level Cum 722.00 7363.00 5316086.00 0.00

3.05 5.22.6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in

position and binding all complete upto Plinth/above plinth level.

Thermomechanically Treated Reinforcement TMT Kg 126904.00 68.10 8642162.40 0.00

3.06

Providing and fixing of expansion joint system related with wall joint (internal/ external)

location as per drawings and direction of Engineer-In- Charge. The joints shall be of

extruded aluminum base members, self aligning / centering arrangement and support

plates as per ASTM B221- 02. The material shall be such that it provides an Expansion

Joints System suitable for vertical wall to wall/ wall to corner application, both new and

existing construction in office Buildings & complexes with no slipping down tendency

amongst the components of the Joint System. The Joint System shall utilize light weight

aluminum profiles exhibiting minimal exposed aluminum surfaces mechanically snap

locking the multicellular to facilitate movement. (Material shall confirm to ASTM 6063.)

5.45.1 Wall Joint of 100 mm gap metre 15.00 5080.90 76213.50 0.00

Page 3

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Item



DSR Rate

(In Rs.)

N DSR Rate

(In Rs.)

Total DSR

AmountUNIT

3.07

Providing and fixing of expansion joint system of approved make and manufactures for

various roof locations as per approved drawings and direction of Engineer-In-Charge. The

joints shall be of extruded aluminum base members with, self aligning and self centering

arragement support plates asper ASTM B221-02. The system shall be such that it provides

watertight roof to roof/roof to corner joint cover expansion control system that is capable of

accommodating multidirectional seismic movement without stress to its components.

System shall consist of metal profile that incorporates a universal aluminum base member

designed to accommodate various project conditions and roof treatments. The cover plate

shall be designed of width and thickness required to satisfy movement and loading

requirements and secured to base members by utilizing manufacturer’s pre-engineered self-

centering arrangement that freely rotates / moves in all directions. The Self centering

arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding

aluminum extrusion cavity to allow freedom of movement and flexure in all directions

including vertical displacement. The Joint System shall resists damage or deterioration

from the impact of falling ice, exposure to UV,airborne contaminants and occasional foot

traffic from maintenance personnel. Provision of Moisture Barrier Membrane in the Joint

System to have water tight joint is mandatory requirement. Material shall confirm to ASTM 5.46.1 Roof Joint of 100 mm gap metre 15.00 6358.55 95378.25 0.00

18377041.90 0.00

4.01 6.1Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in

foundation and plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 68.00 4677.25 318053.00 0.00

4.02 6.3

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

designation 7.5 in superstructure above plinth level up to floor V level in

all shapes and sizes in :6.3.1 Cement mortar 1:6 (1 cement : 6 coarse sand) Cum 5.00 5426.15 27130.75 0.00

4.03 6.15Extra for providing and placing in position 2 Nos 6mm dia. M.S. bars at every third course

of half brick masonry.Sqm 3048.00 69.50 211836.00 0.00

4.04 6.34

Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10

average compressive strength in super structure above plinth level up to floor V level in :

6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse sand) cum 92.00 6006.20 552570.40 0.00

4.05 6.13

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

designation 7.5 in superstructure above plinth level up to floor V

level6.13.2 Cement mortar 1 : 4 (1 cement : 4 coarse sand) sqm 3048.00 665.80 2029358.40 0.00

SUB HEAD - 3 (REINFORCED CEMENT CONCRETE WORK)

4. BRICK WORK

Page 4

Total N DSR

Amount

Total

Qty

Item



DSR Rate

(In Rs.)

N DSR Rate

(In Rs.)

Total DSR

AmountUNIT

3138948.55 0.00

5.01 8.12

Providing and fixing 18 mm thick granite, gang saw cut, mirror polished, premoulded and

prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and

similar locations, of required size, approved shade, colour and texture laid over 20 mm

thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement,

mixed with matching pigment, epoxy touch ups,including rubbing, curing, moulding and

polishing to edges to give high gloss finish etc. complete at all levels.

8.12.01 Pre polished granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or quivalent. sqm 60.00 3244.35 194661.00 0.00

5.02 11.23

Marble stone flooring with 18 mm thick marble stone, as per sample of

marble approved by Engineer-in-charge, over 20 mm (average) thick base

of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with

grey cement slurry, including rubbing and polishing complete with :11.23.5 Udaipur green marble sqm 122.00 1757.60 214427.20 0.00

409088.20 0.00

6.01 9.1

Providing wood work in frames of doors, windows, clerestory windows and other frames,

wrought framed and fixed in position with hold fast lugs or with dash fasteners of required

dia & length ( hold fast lugs or dash fastener shall be paid for separately).

9.1.3 Kiln seasoned and chemically treated hollock wood cum 2.00 53698.60 107397.20 0.00

6.02 9.21

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 commercial 3 ply veneering with vertical grains or cross bands and face

veneers on both faces of shutters:9.21.02 30 mm thick including ISI marked Stainless Steel butt hinges with necessary screws Sqm 336.00 1735.35 583077.60 0.00

9.21.325 mm thick (for cupboard) including ISI marked nickel plated bright finished M.S. piano

hinges with necessary screwsSqm 100.00 1482.15 148215.00 0.00

6.03 9.127

Providing & Fixing decorative high pressure laminated sheet of plain / wood grain in gloss /

matt / suede finish with high density protective surface layer and reverse side of adhesive

bonding quality conforming to IS : 2046 Type S, including cost of adhesive of approved

quality.

9.127.2 1.0 mm thick Sqm 1006.00 676.40 680458.40 0.00

9.135

Providing and fixing fly proof stainless steel grade 304 wire gauge, to windows and

clerestory windows using wire gauge with average width of aperture 1.4 mm in both

directions with wire of dia. 0.50 mm all complete

SUB HEAD - 5 MARBLE & GRANITE WORK

SUB HEAD - 4 (BRICK WORK)

6. WOOD WORK

5. MARBLE & GRANITE WORK

Page 5

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Total

Qty

Item



DSR Rate

(In Rs.)

N DSR Rate

(In Rs.)

Total DSR

AmountUNIT

9.135.2 With 12 mm mild steel U beading Sqm 102.00 1317.55 134390.10 0.00

6.04 9.23Extra 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 336.00 365.85 122925.60 0.00

9.48

Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S.

flats, square or round bars etc. including priming coat with approved steel primer all

complete6.05 9.48.2 Fixed to openings /aluminium frames with rawl plugs screws etc. Kg 3225.00 116.90 377002.50 0.00

6.06 9.79Providing and fixing special quality bright finished brass cupboard or ward robe locks with

four levers of approved quality including necessary screws etc. complete.9.79.2 50 mm each 34.00 186.35 6335.90 0.00

6.07 9.8Providing and fixing 50 mm bright finished brass cup board or wardrobe knob of approved

quality with necessary screws.each 34.00 48.30 1642.20 0.00

6.08 9.114Providing and fixing magnetic catcher of approved quality in cupboard / ward robe shutters,

including fixing with necessary screws etc. complete.9.114.2 Double strip (horizontal type) each 68.00 22.80 1550.40 0.00

6.09 9.115Providing and fixing powder coated telescopic drawer channels 300 mm long with

necessary screws etc. complete as per directions of Engineerincharge.one set 136.00 198.95 27057.20 0.00

6.10 9.116

Providing and fixing sliding arrangement in racks/ cupboards/cabinets shutter by with

stainless steel rollers to run inside C or E aluminium channel section (The payment of C or

E channel shall be made separately)

each 272.00 12.60 3427.20 0.00

6.11 9.18

Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or

graded wood particle board IS : 3087 marked, with one side decorative and other side

balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with

screws and fittings wherever required, edges to be painted with polyurethane primer

(fittings to be paid separately).9.18.1 18 mm thick sqm 692.00 1202.00 831784.00 0.00

6.12 9.3 Providing wood work in frames of false ceiling, partitions etc. sawn and fixed in position :

9.3.1 Sal wood cum 4.50 70880.90 318964.05 0.00

6.13 9.83

Providing and fixing aluminium die cast body tubular type universal hydraulic door closer

(having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 35 kg and

door width upto 700 mm), with necessary accessories and screws etc. complete.Each 163.00 753.75 122861.25 0.00

6.14 9.98

Providing and fixing aluminium pull bolt lock, ISI marked, anodised (anodic coating not

less than grade AC 10 as per IS : 1868) transparent or dyed of required colour and shade,

with necessary screws bolts, nut and washers etc. complete.Each 163.00 76.80 12518.40 0.00

6.15 9.99

Providing and fixing 50 cm long aluminium kicking plate of size 100x3.15 mm, anodised

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

colour or shade, with necessary

Each 30.00 169.20 5076.00 0.00

6.16

Providing and fixing stainless steel grade 304, bright/satin finished tower bolts (barrel

type) with stainless steel screws etc. complete as per approved sample and direction of

Engineer-in-charge. MR 1 250 x 10mm Nos 164.00 498.50 0.00 81754.00

Page 6

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Item



DSR Rate

(In Rs.)

N DSR Rate

(In Rs.)

Total DSR

AmountUNIT

MR 1A 150 x 10mm Nos 532.00 360.10 0.00 191573.20

6.17 MR 2

Providing and fixing stainless steel grade 304 bright/ satin finished hanging type floor door

stopper with stainless steel screws etc. complete as per approved sample and direction of

Engineer-in-charge. (Weight should be not less than 200 gms without nuts and bolts)Nos 164.00 511.65 0.00 83910.60

6.18Providing and fixing Stainless steel grade 304 handles Tube with stainless steel screws

etc. complete as per approved sample and direction of Engineer-in-charge.:

MR 3 128 mm x 10 mm D-Shape Handle Each 328.00 163.40 0.00 53595.20

MR 3A 96 mm x10mm D-Shape Handle Each 436.00 135.55 0.00 59099.80

3484683.00 469932.80

7.01 10.6

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 1 and M.S. top cover of

required thickness for rolling shutters. a. 10.6.1 80x1.25mm M.S. laths with 1.25 mm thick top cover. Sqm 9.00 2142.10 19278.90 0.00

7.02 10.7 Providing and fixing ball bearing for rolling shutters. Nos 2.00 438.95 877.90 0.00

7.03 10.8Extra for providing mechanical device chain and crank operation for operating rolling

shutters.

a 10.8.1 Exceeding 10.00 sqm and upto 16.80 sqm in the area Sqm 9.00 724.85 6523.65 0.00

7.04 10.9

Extra for providing grilled rolling shutters manufactured out of 8 mm dia. M.S. bar instead

of laths as per design approved by Engineer-in- charge.(area of grill to be measured). Sqm 0.90 313.60 282.24 0.00

7.05 10.17

Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with

hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion

of loop, all as per standard design complete.

Each 84.00 124.45 10453.80 0.00

7.06 10.19Providing and fixing mild steel round holding down bolts with nuts and washer plates

complete (Hardware/Bolt Conferming Grade-8.8/4.4).kg 29.00 73.95 2144.55 0.00

7.07

Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in

position and applying a priming coat of approved steel primer using structural steel etc. as

required.a 10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works Kg. 170.00 90.10 15317.00 0.00

SUB HEAD - 6 (WOOD WORK)

7. STEEL WORK

Page 7

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DSR Rate

(In Rs.)

N DSR Rate

(In Rs.)

Total DSR

AmountUNIT

10.28

Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels,

plates etc., including welding, grinding, buffing, polishing and making curvature (wherever

required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c

fixing the railing with necessary accessories & stainless steel dash fasteners , stainless

steel bolts etc., of required size, on the top of the floor or the side of waist slab with

suitable arrangement as per approval of Engineer-in-charge, ( for payment purpose only

weight of stainless steel members shall be considered excluding fixing accessories such as

nuts, bolts, fasteners etc.).

kg 3141.00 619.40 1945535.40 0.00

7.08 MR-04

Procuring, fabricating, providing, fixing and erection of structural steel work in factory

fabricated machine welded and finished structural elements with plates, angles, channels,

beams etc. of specified grade of Fe 345 WA/WB as per IS 2062 to form structural

members for all span beams & columns as per shop drawings based on the design

approved by structural Engineer. The rate shall include trasporation of materials from steel

manufacturer's yard to factory fabrication yard and then to site of work, making all

necessary arrangement for safe handling and erection and hoisting i.e. like making

temporary sturdy structure to take erection loads and loads of the fabricated sections/

materials during execution, dismantling temporary structure after completion of structure

etc. Applying Primer of approved make and all work shall be carried out true to line and

levels as per approved drawings and specifications. The rate shall include cost of preparation of shop drawings based on approved structural

design and drawingsincluding incorporating modification and preparation of revised shop

drawing as per direction of Engineer-in-Charge, materials and all operation like cuttings,

bevelling, tack welding, fine welding and re-welding, filling and smoothening the edges to

remove any blurrs and additional welds, making holes to receive nuts and bots as required

at site and in factroy fabrication yard to maintain line & level, providing required machinery

like hydra, cranes, jigs & fixtures, all necessary tools and plants to handle structurral

material, temporary jointing and disjointing, labour for carrying erection and geometrical

control survey, field and lab testing charges etc. all complete as per approved architectural,

structural and shop drawings and direction of Engineer-in-Charge.

Kg 455.50 85.00 0.00 38717.50

7.09 MR-5

Providing and Installing Polycarbonate sheet (minimum 6 mm Thick) confirming to details

mentioned below.

The system shall consist of:

• Width of each panel shall not be less than 600 mm to ensure best performance for wind

uplift, vibration, oil canning and visual appearance.

• The panels shall be uniform in color with an integral Multi-layer core.

• Panels shall be manufactured with Vertical Standing Seam at both sides of the panel.

• Welding or gluing of up stands or standing seam is not acceptable.

• Upper panel shall be co-extruded UV protected on the side facing the Sun End-

cap/Aluminium U-Profile (mill finish) for end closure.

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• Panel Manufacture shall submit 3rd Party test certificates for:-

1. Weathering (color change, Yellowing Index and Light Transmission). 2. Water

Penetration 3. Impact 4. U. V. Filtration

• Panel manufacturer should have project reference in India which is at least 10 years old

for a single project not less than 1,500 m2.

• The panel system shall be fixed to the required profile (linear or curvilinear) and fixed in

position to the structural steel framework, using self-driving self-tapping screws,

accessories and Aluminium profiles etc. as per the approved architectural drawings ,

direction of Engineer in charge and sample

Sqm 12.00 4900.15 0.00 58801.80

SUB 2000413.44 97519.30

8.

8.01 11.26

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey

cement slurry mixed with pigment to match the shade of the slab, including rubbing and

polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :11.26.1 25 mm thick Sqm 407.00 1141.40 464549.80 0.00

11.27

Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm

(average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement

slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing

complete

Sqm 35.00 1191.25 41693.75 0.00

8.02 11.41.2

Providing and laying polished vitrified floor tiles double charged ( antiskid/matt

finish/Polish/satin ) in different sizes (thickness to be specified by the manufacturer) with

water absorption's less than 0.08% and conforming IS : 15622 of approved make in all

colours and shades, laid on 20mm thick cement mortar 1:4 ( 1 cement : 4 coarse sand)

including grouting the joints with white cement and matching pigments etc. complete.Size

of tile as per drawing and direction of Engineer in charge.

Sqm 494.00 1405.95 694539.30 0.00

11.41.2 Size of Tile 300x300 mm

8.03 11.41

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

manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of

approved make, in all colours and shades, laid on 20mm thick cement mortar 1:4 (1

cement : 4 coarse sand), including grouting the joints with white cement and matching

pigments etc., complete.11.41.2 Size of Tile 600x600 mm sqm 1555.00 1405.95 2186252.25 0.00

8.04 11.47

Providing and laying Vitrified tiles in different sizes (thickness to be specified by the

manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of

approved brand & manufacturer, in all colours and shade, in skirting, riser of steps, laid

with cement based high polymer modified quick set tile adhesive (water based) conforming

to IS: 15477, in average 6 mm thickness, including grouting of joints (Payment for grouting

of joints to be made separately).11.47.2 Size of Tile 600x600 mm sqm 221.00 1630.20 360274.20 0.00

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8.05 MR-6

Providing and making the 75mm epoxy coving at all the corner junctions of wall and floor

by using epoxy bonding agent FosrocNitoprime 25, and applying the Epoxy screed Nitoflor

TF30 as per manufacturers specifications and Engineer-in-charge complete in all respects.Rmt 5.00 203.25 0.00 1016.25

8.06 MR-7

Providing and fixing vitrified wall tiles conforming to IS : 15622 (thickness to be specified

by the manufacturer ) of approved make as approved by Engineer-in-Charge, in skirting,

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

sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white

cement mixed with pigment of matching shade complete. (Make: Somany, Model Kronos

Bianco VC shield or approved equivalent.)

sqm 1488.00 1491.45 0.00 2219277.60

SUB 3747309.30 2220293.85

9.

9.01

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 pipes12.41.2 110 mm diameter Metre 200.00 231.65 46330.00 0.00

9.02

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

unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including

jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.

a 12.42.1.2 Coupler

110 mm Each 40.00 138.3 5532.00 0.00

b 12.42.5.2 Bend 87.5°

110 mm Each 20.00 161.55 3231.00 0.00

c 12.42.6.2 Shoe (Plain)

110 mm Each 10.00 295.1 2951.00 0.00

9.03

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

PVC rain water pipes by means of 50x50x50 mm 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. completea 12.43.2 110 mm Each 40.00 189.05 7562.00 0.00

9.04 12.44

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

15 cm diameter and weighing not less than 440 gramsEach 10.00 41.1 411.00 0.00

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9.05 12.55

Providing and fixing Heat Resistant Terrace Tiles (300 mm x 300 mm x

20 mm) with SRI (solar refractive index) > 78, solar reflection > 0.70 and

initial emittance > 0.75 on waterproof and sloped surface of terrace, laid

on 20 mm thick cement sand mortar in the ratio of 1:4 (1 cement : 4

coarse sand) and grouting the joints with mix of white cement & marble

powder in ratio of 1:1, including rubbing and polishing of the surface upto 3

cuts complete, including providing skirting upto 150 mm height along

the parapet walls in the same manner

sqm 564.00 1133.85 639491.40 0.00

SUB 705508.40 0.00

10.

10.01 13.1.2 P/L 12mm cement plaster of mix 1:6 ( 1 cement : 6 Fine sand ) . Sqm 3688.00 149.45 551171.60 0.00

10.02 13.2.2 15 mm cement plaster on the rough side of single or half brick wall of mix :

a 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 3688.00 172.80 637286.40 0.00

10.03 13.16.1

6 mm cement plaster of mix :

1:3 (1 cement : 3 fine sand) Sqm 2896.00 134.70 390091.20 0.00

10.04 13.8

Providing and applying white cement based putty of average thickness 1 mm, of approved

brand and manufacturer, over the plastered wall surface to prepare the surface even and

smooth complete.

Sqm 3099.00 89.65 277825.35 0.00

10.05 13.26Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to

prepare the surface even and smooth complete.sqm 4817.00 110.95 534446.15 0.00

(*Note- Colour shade for all painting items mentioned whereever in the BOQ shall got

approved from Architects)

10.06 13.37 White washing with lime to give an even shade:

13.37.1 New work (three or more coats) sqm 170.00 16.20 2754.00 0.00

10.07 13.41Distempering with oil bound washable distemper of approved brand and manufacture to

give an even shade :

10.08 13.41.1New work (two or more coats) over and including water tinnable priming coat with cement

primersqm 2674.00 89.70 239857.80 0.00

10.09 13.48Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as

per manufacturers specifications :

10.10 13.48.1Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of

Special primer applied @ 0.75 ltr / 10 sqmsqm 3099.00 100.00 309900.00 0.00

13.48.2

Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat

applied @ 0.90 ltr/10 sqm over an under coat of primer applied @0.75 ltr/ 10 sqm of

approved brand and manufacture

sqm 187.00 88.20 16493.40 0.00

10.11 13.61Painting with synthetic enamel paint of approved brand and manufacture to give an even

shade :

a 13.61.1 Two or more coats on new work sqm 33.00 74.40 2455.20 0.00

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10.12 14.53.1Wall painting with plastic emulsion paint of approved brand and manufacture to give an

even shade :

a Two or more coats on New work. Sqm 4817.00 220.00 1059740.00 0.00

10.13 AR 8Providing Powder coating 50 microns on MS Section as per direction of Engineer in charge

kg 3225.00 82.30 0.00 265417.50

SUB 4022021.10 265417.50

11.

11.01 16.1/256

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 with lead upto 50 metres.

Sqm 751.00 81.29 61048.79 0.00

11.02 16.2/256Extra for compaction of earth work in embankment under optimum moisture conditions to

give at least 95% of the maximum dry density (proctor density).Cum 63.00 10.15 639.45 0.00

11.03

Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using

emulsion pressure distributer including preparing the surface & cleaning with mechanical

broom.

With medium setting bitumen emulsion

16.31.2.1/259 On W.B.M / W.M.M. @ 0.4kg/sqm Sqm 751.00 19.70 14794.70 0.00

16.31.2.2/259 On bituminous surface @ 0.25kg/sqm Sqm 751.00 12.85 9650.35 0.00

11.04 16.49

Making bell mouth opening/ entrance of size 100x50x50cm for drainage pipe under

footpath including providing cement concrete 1:3:6 (1 cement : 3coarse sand : 6 graded

stone aggregate 20mm nominal size) for shape of bell mouth including plastering providing

and fixing precast R.C.C./ S.F.R.C. slab including plastering with cement mortar 1:3 (1

cement : 3 fine sand) of 6mm thickness on exposed surface of the slab & bell mouth

including centring, shuttering & neat cement punning inside the bell mouth etc. all

complete.

Nos 15.00 1807.85 27117.75 0.00

16.55

Providing and laying bituminous macadam using crushed stone aggregates of specified

grading premixed with bituminous binder, transported to site by tippers, laid over a

previously prepared surface with paver finisher equiped with electronic sensor to the

required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem

rollers as per specifications to achieve the desired compaction and density, complete as

per specificatons and directions of Engineer-in-Charge.

11.05 16.55.2

50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50%

(percentage by weight of total mix) prepared in Drum Type Hot Mix Plant of 60-90 TPH

capacity.Cum 60.00 6517.95 391077.00 0.00

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11.06 16.57

Providing and laying Bituminous concrete using crushed stone aggregates of specified

grading, premixed with bituminous binder and filler, transporting the hot mix to work site by

tippers, laying with paver finisher equiped with electronic sensor to the required grade, level

and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the

desired compaction and density as per specification, complete and as per directions of

Engineer-in-Charge.

16.57.8

40/50 mm compacted thickness with bitumen of grade CRMB-60 @ 5.5% (percentage by

weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in

Drum Type Hot Mix Plant of 60-90 TPH capacity.Cum 30.00 11124.90 333747.00 0.00

11.07 16.68

Providing and laying 60mm thick factory made cement concrete interlocking paver block of

M -30 grade made by block making machine with strong vibratory compaction, of approved

size, design & shape, laid in required colour and pattern over and including 50mm thick

compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the

direction of Engineer-in-charge.

Sqm 78.00 602.20 46971.60 0.00

11.08 16.69

Providing and laying at or near ground level factory made kerb stone of M- 25 grade

cement concrete in position to the required line, level and curvature, jointed with cement

mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves

(thickness of joints except at sharp curve shall not to more than 5mm), including making

drainage opening wherever required 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 10.00 5295.90 52959.00 0.00

11.09 16.78

Construction of granular sub-base by providing close graded Material conforming to

specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by

tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness

with motor grader on prepared surface and compacting with vibratory power roller to

achieve the desired density, complete as per specifications and directions of Engineerin-

Charge.

16.78.2With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-

25Cum 113.00 2124.85 240108.05 0.00

11.10 16.79

Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to

0.075 mm ) to wet mix macadam (WMM) specification including premixing the material

with water at OMC in for all leads & lifts, laying in uniform layers with mechanical

paverfinisher in sub- base / base course on well prepared surface and compacting with

vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per

specifications

and directions of Engineer-in-Charge.

Cum 113.00 2119.75 239531.75 0.00

11.11 16.9

Providing and laying tactile tile (for vision impaired persons as per standards) of size

300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622

of approved make in all colours and shades in for outdoor floors such as footpath, court

yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement :

4 coarse sand) in all shapes & patterns including grouting the joints with white cement

mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.

Sqm 10.00 1439.35 14393.50 0.00

SUB 1432038.94 0.00

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12.

12.01

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:

17.1.2Stainless Steel AISI-304(18/8) Orissa pattern W.C. pan of size 585x480 mm with flush

pipe and integrated type foot restseach 2.00 3392.80 6785.60 0.00

12.02

Providing and fixing wash basin with C.I. brackets, 15 mm 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 require: (Hindware/Camry or Equivalent)

a 17.7.4White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P.

brass pillar tap Each 39.00 1807.10 70476.90 0.00

12.03 17.1

Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS: 13983 with C.I.

brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting

and making good the walls wherever required :a 17.10.2.2 610x460 mm bowl depth 200 mm Each 24.00 3989.20 95740.80 0.00

12.04 17.28Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste

fittings complete.

a 17.28.01 Semi rigid pipe

b 17.28.01.01 32 mm dia Each 63.00 76.75 4835.25 0.00

12.05 17.32

Providing and fixing mirror of superior glass (of approved quality) and of required shape

and size with plastic moulded frame of approved make and shade with 6 mm thick hard

board backing :a 17.32.02 Rectangular shape 453x357 mm Each 39.00 727.90 28388.10 0.00

12.06 Providing and fixing soil, waste and vent pipes :

a 17.35.1 .2

100 mm dia -Centrifugally cast (spun) iron socket & spigot (S&S) pipe

as per IS: 3989 Metre 700.00 917.75 642425.00 0.00

12.07Providing lead caulked joints to sand cast iron/centrifugally cast (spun) iron pipes and

fittings of diameter

a 17.36.2 100 mm dia pipe Each 610.00 243.75 148687.50 0.00

12.08

Providing and fixing M.S. holder-bat clamps of approved design to Sand Cast iron/cast iron

(spun) pipe embedded in and including cement concrete blocks 10x10x10 cm of 1:2:4 mix

(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including cost

of cutting holes and making good the walls etc. : a 17.37.1 For 100 mm dia pipe Each 239.00 152.90 36543.10 0.00

12.09Providing and fixing bend of required degree with access door, insertion rubber washer 3

mm thick, bolts and nuts complete.

a 17.38.1.1 100 mm dia -Sand cast iron S&S as per IS - 1729 Each 102.00 341.55 34838.10 0.00

12.10 Providing and fixing heel rest sanitary bend


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12.11 Providing and fixing terminal guard


12.12 Providing and fixing Collar


12.13

Providing and fixing trap of self cleansing design with screwed down or hinged grating with

or without vent arm complete, including cost of cutting and making good the walls and

floors : a 17.60.1.1 100 mm inlet and 100 mm outlet -Sand cast iron S&S as per IS - 1729 Each 78.00 982.55 76638.90 0.00

12.14

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

and fittings with two coats of synthetic enamel paint of any colour such as

chocolate grey, or buff etc. over a coat of primer (of approved quality) for

ew work : a 17.65.1 100 mm diameter pipe Metre 700.00 38.65 27055.00 0.00

12.15 17.71

Providing and fixing PTMT liquid soap container 109 mm wide, 125 mm high and 112

mm distance from wall of standard shape with bracket of the same materials with snap

fittings of approved quality and colour, weighing not less than 105 gms.

Each 39.00 228.85 8925.15 0.00

12.16 17.73.1

Providing and fixing PTMT towel rail complete with brackets fixed to wooden cleats with CP

brass screws with concealed fittings arrangement of approved quality and colour

450 mm long towel rail with total length of 495 mm, 78 mm wide and effective height of 88

mm, weighing not less than 170 gms each

Each 38.00 483.45 18371.10 0.00

12.17 17.78

Providing and fixing white vitreous china extended wall mounting water closet of size

780x370x690 mm of approved shape including providing & fixing white vitreous china

cistern with dual flush fitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litres),

including seat cover, and cistern fittings, nuts, bolts and gasket etc complete.

Each 39.00 10100.90 393935.10 0.00

12.18 MR-9 Proviing and Fixing water jet to Wall hung Water closet of approved quality Each 39.00 252.54 0.00 9849.06

12.19 MR Providing and Fixing CP brass Waste 40mm nominal Bore Nos 24.00 110.34 2648.16 0.00

SUB 1638694.01 9849.06

13.

13.01 18.8

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the

pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step

CPVC solvent cement and the cost of cutting chases and making good the same including

testing of joints complete as per direction of Engineer in Charge.

Concealed work, including cutting chases and making good the walls etc.

a 18.08.01 15 mm nominal outer dia Pipes metre 620.00 270.00 167400.00 0.00

b 18.08.02 20 mm nominal outer dia Pipes metre 496.00 296.40 147014.40 0.00

c 18.08.03 25 mm nominal outer dia Pipes metre 310.00 351.30 108903.00 0.00

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13.02 18.09

Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability

for hot & cold water supply including all CPVC plain & brass threaded fittings This includes

jointing of pipes & fittings with one step CPVC solvent cement ,trenching ,refilling & testing

of joints complete as per direction of Engineer in Charge.External work

a 18.09.02 20 mm nominal outer dia Pipes metre 310.00 163.30 50623.00 0.00

b 18.09.03 25 mm nominal outer dia Pipes metre 507.00 209.50 106216.50 0.00

c 18.9.4 32 mm nominal outer dia Pipes metre 70.00 262.35 18364.50 0.00

d 18.9.5 40 mm nominal outer dia Pipes metre 70.00 350.50 24535.00 0.00

13.03 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling

etc.18.12.3 25 mm nominal bore metre 20.00 257.30 5146.00 0.00

18.12.4 32 mm nominal bore. metre 20.00 281.05 5621.00 0.00

13.04Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed

end) :

a 18.17.1 25 mm nominal bore Each 48.00 428.85 20584.80 0.00

18.17.2 32 mm nominal bore. Each 5.00 501.5 2507.50 0.00

13.05Providing and fixing ball valve (brass) of approved quality, High or low pressure, with

plastic floats complete


13.06Providing and fixing brass ferrule with C.I. mouth cover including boring and

tapping the main :


13.07 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions

a 18.21.01 45 cm length

15 mm nominal bore Each 78.00 68.60 5350.80 0.00

13.08

Constructing masonry Chamber 30x30x50 cm inside, in brick work in

cement mortar 1:4 (1 cement :4 coarse sand) for stop cock, with C. I.

surface box 100x100 x75 mm (inside) with hinged cover fixed in cement

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

aggregate 20 mm nominal size), i/c necessary 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 :

18.32.1With common burnt clay F.P.S.(non modular) bricks of class

designation 7.5Each 24.00 1157.75 27786.00 0.00

13.09 18.4Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic

paint of approved quality :

18.40.3 25 mm diameter pipe metre 20.00 8.75 175.00 0.00


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13.10Providing and filling sand of grading zone V or coarser grade, allround the

G.I. pipes in external work :



13.11Providing and fixing G.I. Union in G.I. pipe including cutting and threading

the pipe and making long screws etc. complete (New work) :

18.46.3 25 mm diameter pipe Each 4.00 200.10 800.40 0.00

18.46.4 32 mm diameter pipe Each 4.00 240.75 963.00 0.00

13.12 18.48.1

Providing and placing on terrace (at all floor levels) polyethylene water storage tank ISI :

12701 marked 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 per ltr. 24000.00 7.25 174000.00 0.00

13.13 18.58 Providing and fixing PTMT grating of approved quality and colour.

a 18.58.01 Circular type

18.58.01.01 125 mm nominal dia with 25 mm waste hole Each 39.00 57.35 2236.65 0.00

13.14 Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931

a 18.49 15 mm nominal bore Each 39.00 459.50 17920.50 0.00

13.15Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS

standards and weighing not less than 810 gms

a 18.5 15 mm nominal bore Each 39.00 796.70 31071.30 0.00

13.16

Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved

quality conforming to IS:8931 a) 15 mm nominal bore (Hindware/Camry or Equivalent)

a 18.53 15mm nominal bore Each 1020.00 507.70 517854.00 0.00

13.17 MR-10

Providing and Fixing Sintex FRP Underground Water Storage Tank, with cover and

suitable locking arrangement and making necessary holes for inlet, outlet and overflow

pipes Capacity 50000 Ltr, Product Code: CWUG-5000-02

Dim (mm) : Dia : 2340 , L : 12800, Manhole: 550Each 2.00 832184.00 0.00 1664368.00

13.18 MR

Providinbg and fixing Mechanical Equipment tank for STP of capacity 20000 litre to be

complete as per detailed specification & Drawing by Architect. Approved by Engineer-in-

charge.Nos 1.00 600,000.00 0.00 600000.00

SUB 1458037.95 2264368.00

14.01

Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement

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

complete :

19.1.1 100 mm diameter Metre 20.00 206.55 4131.00 0.00

19.1.2 150 mm diameter Metre 70.00 314.35 22004.50 0.00

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14.02 19.4.1.1

Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick

masonry chamber with water tight C.I. cover with frame of 300 x300 mm size (inside) the

weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per

standard design

100x100 mm size P type

With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Each 11.00 1571.25 17283.75 0.00

14.03 19.6

Providing and laying non-pressure NP2 class (light duty) R.C.C pipes jointed withh stiff

mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing

of joints etc. complete

0.00

19.6.2 150 mm dia. R.C.C. pipe Metre 278.00 348.30 96827.40 0.00

19.6.3 250 mm dia. S&S R.C.C. pipe Metre 10.00 468.60 4686.00 0.00

14.04 19.21.1

Making connection of drain or sewer line with existing manhole including breaking into and

making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4

graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement

mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and

making necessary channels for the drain etc. complete :

For pipes 100 to 250 mm diameter Each 1.00 364.60 364.60 0.00

14.05 19.7

Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand )

withh R.C.C. top slab withh 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 sand :

8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick withh

cement mortar 1:3 (1 cement : 3 coarse sand) finished withh floating coat of neat cement

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

aggregate 20 mm nominal size) finished withh a floating coat of neat cement complete as

per standard design :

19.7.1

Inside size 90x80 cm and 45 cm deep including C.I. cover withh frame (light duty) 455x610

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) :

0.00

19.7.1.1 Withh common burnt clay F.P.S. (non-modular ) bricks of class designation 7.5 Nos. 10.00 8507.00 85070.00 0.00

14.06

Constructing brick masonry road gully chamber 50x45x60 cm with bricks in cement mortar

1:4 (1 cement : 4 coarse sand) including 500x450 mm pre-cast R.C.C. horizontal grating

with frame complete as per standard design :

0.00

19.27 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Nos. 10.00 3957.5 39575.00 0.00

14.07 19.8 Extra for depth for manholes : 0.00

19.8.1 Size 90x80 cm 0.00

19.8.1.1With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5Metre 5.00 5638.2 28191.00 0.00

14.08 19.29.1 With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 Nos. 0.00 7501.45 0.00 0.00

Page 18

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14.09 19.16

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as

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

section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm

with minimum 112 mm space between protruded legs having 2 mm tread on top surface

by ribbing or chequering besides necessary and adequate anchoring projections on tail

length on 138 mm as per standard drawing and suitable to with stand the bend test and

chemical resistance test as per specifications and having manufacture’s permanent

identification mark to be visible even after fixing, including fixing in manholes with

30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

each 20.00 311.60 6232.00 0.00

SUB 304365.25 0.00

15.

15.01 9.12

Extra for providing frosted glass panes 4 mm thick instead of ordinary float glass panes 4

mm thick in doors, windows and clerestory window shutters. (Area of opening for glass

panes excluding portion inside rebate shall be measured).

sqm 57.00 5.80 330.60 0.00

15.02 9.7

Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed

shutters for doors, windows and clerestory windows (Area of opening for panel inserts

excluding portion inside grooves or rebates to be measured). Panelling for panelled or

panelled and glazed shutters Aluminum/wooden 25 mm to 40 mm thick :

9.7.8Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia. wire and 1.4 mm wide

aperture with matching wood beading/Aluminum Framesqm 136.00 1602.40 217926.40 0.00

15.03 21.8

Filling the gap in between aluminium frame & adjacent RCC / Brick / Stone work by

providing weather silicon sealant over backer rod of approved quality as per architectural

drawings and direction of Engineerin-Charge complete.a Upto 5 mm depth and 5 mm width metre 1615.00 88.75 143331.25 0.00

15.04 21.03

Providing and fixing glazing in aluminium door/flush door, window, ventilator shutters and

partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural

drawings and the directions of engineer-in-charge.a Cost of aluminium snap beading shall be paid in basic item):

21.03.01 With float glass panes of 5.50 mm thickness sqm 226.00 1054.20 238249.20 0.00

15.05 21.1

Providing and fixing aluminum work for doors, windows, ventilators and partitions with

extruded built up standard tubular sections/appropriate Z sections and other sections of

approved make conforming to IS:733 and IS: 1285, fixing with dash fastners of required

dia and size, including necessary filling up the gaps at junctions, i.e. at the top, bottom and

sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be

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

cleat angle, Aluminium snap beading for glazing/paneling, C.P brass/ stainless steel

screws, all complete as per architectural drawings and the directions of Engineer-in-

charge.(Glazing paneling and dash fasteners to be paid for separately) :

a 21.1.1 For fixed portion

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21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 4702.00 377.75 1776180.50 0.00

15.06 21.1.2

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 separately)b 21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50 micron) kg 3729.00 435.75 1624911.75 0.00

(* Note- For all aluminium works , whereever mentioned in the BOQ, colour shade

shall got approved by Engineer-in-Charge.)

SUB 4000929.70 0.00

16.

16.01 22.3

Providing and laying water proofing treatment to vertical and horizontal surfaces of

depressed portions of W.C., kitchen and the like consisting of:

(i) Ist course of applying cement slurry @ 4.4 kg/sqm mixed with water proofing compound

conforming to IS 2645 in recommended proportions including rounding off junction of

vertical and horizontal surface.

(ii) IInd course of 20 mm cement plaster 1:3 (1 cement : 3 coarse sand) mixed with water

proofing compound in recommended proportion including rounding off junction of vertical

and horizontal surface.

(iii) IIIrd course of applying blown or residual bitumen applied hot at 1.7 kg. per sqm of

area.

(iv) IVth course of 400 micron thick PVC sheet. (Overlaps at joints of PVC sheet should

sqm 641.00 522.90 335178.90 0.00

16.02

Providing and laying integral cement based water proofing treatment including preparation

of surface as required for treatment of roofs, balconies, terraces etc consisting of following

operations: a) Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed

with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge

over the RCC slab including adjoining walls upto 300

mm height including cleaning the surface before treatment. b) Laying brick bats with

mortar using broken bricks/brick bats 25 mm to 115 mm 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 compound conforming to IS :

2645 and approved by Engineer-in-charge to required slope and treating similarly the

adjoining walls upto 300 mm height including rounding of junctions of walls and slabs c)

After two days of proper curing applying a second coat of cement slurry using 2.75 kg/ sqm

of cement admixed jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed

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

22.7With average thickness of 120 mm and minimum thickness at

khurra as 65 mmsqm 564.00 1019.05 574744.20 0.00

SUB 909923.10 0.00

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17.

16.01 16.47

Painting runway/taxi track/apron marking with adequate nos of coats to give uniform finish

with road marking paint of superior make as approved by the Engineer-in-charge, i/c

cleaning the surface of all dirt, scales, oil, grease and other foreign material etc. and lining

out complete16.47.1 New work (Two or more coats) sqm 15.00 109.30 1639.50 0.00

16.02 26.1

Providing and supplying aluminium extruded tubular and other aluminium sections as per

the architectural drawings and approved shop drawings , the aluminium quality as per

grade 6063 T5 or T6 as per BS 1474,including super durable powder coating of 60-80

microns conforming to AAMA 2604 of required colour and shade as approved by the

Engineer-in-Charge. (The item includes cost of material such as cleats, sleeves, screws

etc. necessary for fabrication of extruded aluminium frame work. Nothing extra shall be

paid on this account).

kg 55.00 338.25 18603.75 0.00

16.03 26.7

Designing, fabricating, testing, installing and fixing in position Curtain Wall with Aluminium

Composite Panel Cladding, with open grooves for linear as well as curvilinear portions of

the building, for all heights and all levels etc. including: a) Structural analysis & design and preparation of shop drawings for pressure equalisation

or rain screen principle as required, proper drainage of water to make it watertight

including checking of all the structural and functional designb) Providing, fabricating , supplying and fixing aluminium composite panel cladding in pan

shape in metalic colour of approved shades made out of 4mm thick aluminium composite

panel material consisting of 3mm thick FR grade mineral core sandwiched between two

Aluminium sheets (each 0.5mm thick). The aluminium composite panel cladding sheet

shall be coil coated, with Kynar 500 based PVDF / Lumiflon based fluoropolymer resin

coating of approved colour and shade on face # 1 and polymer (Service) coating on face #

2 as specified using stainless steel screws, nuts, bolts, washers, cleats, weather silicone

sealant, backer rods etc. c) The fastening brackets of Aluminium alloy 6005 T5 / MS with Hot Dip Galvanised with

serrations and serrated washers to arrest the wind load movement, fasteners, SS 316 Pins

and anchor bolts of approved make in SS 316, Nylon separators to prevent bi-metallic

contacts all complete. The item includes cost of all material & labour component, cleaning

and protection of the curtain wall with aluminium composite panel cladding till the handing

over of the building for occupation. Base frame work for ACP cladding is payable under the

relevant aluminium items. Actual area on the external face of the curtain wall with

Aluminum Composite Panel Cladding (including width of groove) shall be measured in

sqm. up to two decimal places for the purpose of payment.

Sqm 37.00 3775.30 139686.10 0.00

16.04 MR-11

Providing and fixing of GRC Screen of approved make 30mm thick ( sieds/borders 50mm

thick) including cost of fasteners & fixtures at site Complete as per the direction of

Engineer in charge unistone or equivalent

Sqm 14.00 5202.35 0.00 72832.90

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Designing, fabricating, testing, protection, installing and fixing in position semi (grid)

unitized system of structural glazing (with open joints) for linear as well as curvilinear

portions of the building for all heights and all levels,

including:

a) Structural analysis & design and preparation of shop drawings for the specified design

loads conforming to IS 875 part III (the system must passed the proof test at 1.5 times

design wind pressure without any failure), including functional design of the aluminum

sections for fixing

glazing panels of various thicknesses, aluminium cleats, sleeves and

splice plates etc. gaskets, screws, toggles, nuts, bolts, clamps etc.,

structural and weather silicone sealants, flashings, fire stop (barrier)-

cum-smoke seals, microwave cured EPDM gaskets for water tightness,

pressure equalisation & drainage and protection against fire hazard

including:

b) Fabricating and supplying serrated M.S. hot dip galvanised / Aluminium alloy of 6005 T5

brackets of required sizes, sections and profiles etc. to accommodate 3 Dimentional

movement for achieving perfect verticality and fixing structural glazing system rigidly to the

RCC/ masonry/structural steel framework of building structure using stainless steel anchor

fasteners/ bolts, nylon seperator to prevent bimetallic contacts with nuts and washers etc.

of stainless steel grade 316, of the required capacity and in required numbers.

c) Providing and filling, two part pump filled, structural silicone sealant and one part

weather silicone sealant compatible with the structural silicone sealant of required bite size

in a clean and controlled factory /work shop environment , including double sided spacer

tape, setting blocks and backer rod, all of approved grade, brand and manufacture,as per

the approved sealant design, within and all around the perimeter for holding glass.

d) Providing and fixing in position flashings of solid aluminium sheet 1 mm thick and of

sizes, shapes and profiles, as required as per the site conditions, to seal the gap between

the building structure and all its interfaces with curtain glazing to make it watertight.

e) Making provision for drainage of moisture/ water that enters the curtain

glazing system to make it watertight, by incorporating principles of

pressure equalization, providing suitable gutter profiles at bottom (if

required), making necessary holes of required sizes and of required

numbers etc. complete. This item includes cost of all inputs of

designing, labour for fabricating and installation of aluminium grid,

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installation of glazed units, T&P, scaffolding and other incidental charges

including wastages etc., enabling temporary structures and services,

cranes or cradles etc. as described above and as specified. The item

includes the cost of getting all the structural and functional design

including shop drawings checked by a structural designer, dully

approved by Engineer-in-charge. The item also includes the cost of all

mock ups at site, cost of all samples of the individual components for

testing in an approved laboratory, field tests on the assembled working

structural glazing as specified, cleaning and protection till the handing

over of the building for occupation. In the end, the Contractor shall

provide a water tight structural glazing having all the performance

characteristics etc. all complete as required, as per the Architectural

drawings, as per item description, as specified, as per the approved

shop drawings and as directed by the Engineerin-Charge.

Note:- 1. The cost of providing extruded aluminium frames, shadow boxes,

extruded aluminium section capping for fixing in the grooves of the curtain

glazing and vermin proof stainless steel wire mesh shall be paid for

separately under relevant items under this subhead. However, for the purpose of payment,

only the actual area of structural glazing (including width of grooves ) on the external face

shall be measured in sqm. up to two decimal

places.

Note:-2. The following performance test are to be conducted on structural

glazing system if area of structural glazing exceeds 2500 Sqm from the

certified laboratories accreditated by NABL(National Accreditation Board

for Testing and Calibration Laboratories), Department of Science &

Technologies, India. Cost of testing is payable separately. The NIT approving

authority will decide the necessity of testing on the basis of cost of the

work, cost of the test and importance of the work. Performance Testing of

Structural glazing system Tests to be conducted in the NBL Certified

laboratories

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16.05 26.2

1. Performance Laboratory Test for Air Leakage Test (-50pa to – 300pa) &

(+50pa to +300pa) as per ASTM E-283-04 testing method for a range

of testing limit 1 to 200 mVhr”

2. Static Water Penetration Test. (50pa to 1500pa) as per ASTME- 331-

09 testing method for a range up to 2000 ml.”

3. Dynamic Water Penetration (50pa to 1500pa) as per AAMA 501.01- 05

testing method for a range upto 2000 ml”

4. Structural Performance Deflection and deformation by static air pressure

test (1.5 times desing wind pressure without any failure) as per ASTME-

330-10 testing method for a range upto 50 mm”

5. Seismic Movement Test (upto 30 mm) as per AAMA 501.4-09 testing

method for Qualitative test” Tests to be conducted on site 6. Onsite

Test for Water Leakage for a pressure range 50 kpa to 240 kpa (35psi)

upto 2000ml”

sqm 11.00 2556.15 28117.65 0.00

16.06 26.3

Providing, assembling and supplying vision glass panels (IGUs) comprising of hermetically-

sealed 6-12- 6 mm insulated glass (double glazed) vision panel units of size and shape as

required and specified, comprising of an outer heat strengthened float glass 6mm thick, of

approved colour and shade with reflective soft coating on surface # 2 of approved colour

and shade, an inner Heat strengthned clear float glass 6mm thick, spacer tube 12mm wide,

dessicants, including primary seal and secondary seal (structural silicone sealant) etc. all

complete for the required performances, as per the Architectural drawings, as per the

approved shop drawings, as specified and as directed by the Engineer-in-Charge. The IGUs

shall be assembled in the factory/ workshop of the glass processor.

(Payment for fixing of IGU Panels in the curtain glazing is included in cost of item No.26.2)

For payment, only the actual area of glass on face # 1 of the glass panels (excluding the

areas of the grooves and weather silicone sealant) provided and fixed in position, shall be

measured in sqm.

(i) Coloured tinted float glass 6mm thick substrate with reflective soft coating on face # 2, +

12mm Airgap + 6mm Heat Strengthened clear Glass of approved make having properties as

visible Light transmittance (VLT) of 25 to 35 %, Light reflection internal 10 to 15%, light

reflection external 10 to 20 %, shading coefficient (0.25- 0.28) and U value of 3.0 to 3.3

sqm 11.00 4090.95 45000.45 0.00

Page 24

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16.07 26.4

Extra for openable side / top hung vision glass panels (IGUs) including providing and

supplying at site all accessories and hardwares for the openable panels as specified and of

the approved make such as heavy duty stainless steel friction hinges, min 4 -point cremone

locking sets with stainless steel plates, handles, buffers etc. including necessary stainless

steel screws/ fasteners, nuts, bolts, washers etc. all complete as per the Architectural

drawings, as per the approved shop drawings, as specified and as directed by the Engineer-

in-Charge.

sqm 1.00 3062.25 3062.25 0.00

RAIN WATER HARVESTING WELL(2 NOS.)

16.08 24.1

Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method

prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing

and submitting strata chart/ bore log, including hire & running charges of all equipments,

tools, plants & machineries required for the job, all complete as per direction of Engineer -

in-charge, upto 90 metre depth below ground level.

24.1.1 All types of soil

24.1.1.3 400 mm dia Metre 40.00 569.90 22796.00 0.00

16.09 24.3

Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized

PVC (Slotted / Plain pipe) medium well casing (CM) pipe of required dia, conforming to IS:

12818, including required hire and labour charges, fittings & accessories etc. all complete,

for all depths, as per direction of Engineer -in-charge

24.3.3 200 mm nominal size dia Metre 40.00 878.60 35144.00 0.00

0.00 0.00

16.10 24.5

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in

recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of

Engineer-in-charge.

Cum 12.00 504.15 6049.80 0.00

16.11 24.6

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the

recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts,

all complete as per direction of Engineer-incharge.

Cum 12.00 910.65 10927.80 0.00

16.12 24.7

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in

recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per

direction of Engineer -in-charge.

Cum 12.00 852.60 10231.20 0.00

16.13 24.8

Gravel packing in Rainy well construction in accordance with IS: 4097, including providing

gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all

complete as per direction of Engineerin- charge.

Cum 12.00 987.85 11854.20 0.00

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16.14 24.15Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly

of tubewell as per IS:2800 (part I).

24.15.3 200 mm dia Each 1.00 265.85 265.85 0.00

16.15 19.16

Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as

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

section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm

withh minimum 112 mm space between protruded legs having 2 mm tread on top surface

by ribbing or chequering besides necessary and adequate anchoring projections on tail

length on 138 mm as per standard drawing and suitable to withh stand the bend test and

chemical resistance test as per specifications and having manufacture’s permanent

identification mark to be visible even after fixing, including fixing in manholes withh

30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone

aggregate 20 mm nominal size) complete as per design.

Nos. 43.00 311.60 13398.80 0.00

16.16 19.19Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required

shape and approved quality

19.19.4.1 Circular shape 560 mm internal dia Each 2.00 1656.70 3313.40 0.00

16.20

Construction of brick masonry desilting chamber of size 200x100x60cm (effective depth)

before rainy well with 75 class designation bricks in cement mortar 1:4 (1 cement : 4

coarse sand) , foundation concrete 1:4:8 mix (1 cement : 4 coarse sand; 8 graded stone

aggregate 40mm nominal size), inside and outside plastering 12mm thick with cement

mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement inside

and rough plaster on outside, including fixing of grating , neatly finished complete in all

respects including neccessary excavation, refilling and disposal of surplus earth, complete

as per attached Sketch.

Each 1.00 48000.00 48000.00 0.00

BORING OF TUBEWELL

16.21 24.1


prescribed in IS: 2800 (part I), including collecting samples from different strata,

preparing and submitting strata chart/ bore log, including hire & running charges of

all equipments, tools, plants & machineries required for the job, all complete as per

direction of Engineer -in-charge, up to 90 metre depth below ground level.

16.21.1 24.1.1 All Types of Soil

16.21.2 24.1.1.3 400mm dia Metre 70.00 569.90 39,893.00

-

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16.22 24.2


prescribed in IS: 2800 (part I), including collecting samples from different strata,

preparing and submitting strata chart/ bore log, including hire & running charges of

all equipments, tools, plants & machineries required for the job, all complete as per

direction of Engineer -in-charge, beyond 90 metre & upto 200 metre depth below

ground level.16.22.1 24.2.1 All Types of Soil

16.22.2 24.2.1.3 400mm dia Metre 75.00 712.40 53,430.00

16.23 24.10

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW

(Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended

casing pipes of required dia, conforming to IS: 4270, of reputed & approved make,

including painted with outside surface with two coats of anticorrosive paint of

approved brand and manufacture, including required hire & labour charges, fittings &

accessories, all complete, for all depths, as per direction of Engineer-in-charge

16.23..1 24.10.3 200 mm nominal size dia having minimum wall thickness 5.40 mm Metre 80.00 1,638.55 131,084.00

16.24 24.11

Supplying, assembling, lowering and fixing in vertical position in bore well, ERW

(Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm)

mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia,

conforming to IS: 8110, of reputed and approved make, having wall thickness not

less than 5.40 mm, including painted with outside surface with two coats of

anticorrosive bitumestic paint of approved brand and manufacture, including hire &

labour charges, fittings & accessories, all complete, for all depths, as per direction of

Engineer -in-charge16.24.1 24.11.3 200 mm nominal size dia Metre 70.00 1,722.45 120,571.50 0.00

16.25 24.50

Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm,

in recharge pit, in the required thickness, for all leads & lifts, all complete as per

direction of Engineer-in-charge.

cum 30.00 504.15 15,124.50 0.00

16.26 24.60

Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the

recharge pit, over the existing layer of boulders, in required thickness, for all leads &

lifts, all complete as per direction of Engineer-in-charge.

cum 27.00 910.65 24,587.55 0.00

16.27 24.70

Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in

recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete

as per direction of Engineer -in-charge.

cum 27.00 852.60 23,020.20 0.00

Page 27

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16.28 24.80

Gravel packing in tubewell construction in accordance with IS: 4097, including

providing gravel fine/ medium/ coarse, in required grading & sizes as per actual

requirement, all complete as per direction of Engineer-in-charge.

cum 10.00 987.85 9,878.50 0.00

16.29 24.12

Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to

establish maximum rate of usable water yield without sand content (beyond

permissible limit), with required capacity air compressor, running the compressor for

required time till well is fully developed, measuring yield of well by "V" notch method

or any other approved method, measuring static level & draw down etc. by step draw

down method, collecting water samples & getting tested in approved laboratory, i/c

disinfection of tubewell, all complete, including hire & labour charges of air

compressor, tools & accessories etc., all as per requirement and direction of

Engineer-in-charge.

Hr. 80.00 677.10 54,168.00 0.00

16.30 24.13.3

Providing and fixing suitable size threaded mild steel cap or spot welded plate to the

top of bore well housing/ casing pipe, removable as per requirement, all complete

for borewell of:

200 mm dia Each 1.00 243.90 243.90 0.00

16.31 24.14.3

Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of

tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size

complete.

200 mm clamp. Each 1.00 1,329.35 1,329.35 0.00

16.32 24.15.3Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe

assembly of tubewell as per IS:2800 (part I).

200 mm dia Each 1.00 265.85 266 0.00

WATER TREATMENT PLANT (WTP)

Page 28

Total N DSR

Amount

Total

Qty

Item



DSR Rate

(In Rs.)

N DSR Rate

(In Rs.)

Total DSR

AmountUNIT

MR

1. PROVIDING ALL EQUIPMENTS MECHINERY AND ACCESORIES FOR COMMISSION

OF 20KLD WATER TREATMENT PLANT AT FACTORY SITE AS PER TECHICAL

SPECIFICATIONS MENTIONED BELOW:-

2-SOFTNER / FILTER FEED CAP 116 LPM HEAD 30 MTS RPM 2900

3-SUBMERCIBLE PUMPS OF CAP 150 LPM EACH RPM 2900 HEAD 9MTS

4-P/F TESTNG AND COMMISSIONINS OF MS FRP BODY SOFTEN INPUT WATER

HARDNER 400 MG/LT OUTPUT WATER HARDNER 70 PPF REGENERATIO PERIOD

8.5 HOUR OPERATING PRESSOR 3.5 KG/ SQ. CM.,TEST PRESURE 5 KG/ SQ.CM

5-PROVIDING FIXING TESTING AND COMMISSIONING OF VERTICAL MS FRP

PRESSOR FILET FOR DOMESTIC WATER 5.5 KG/ SQ CM CAP 116 LPM

6-SUPPLY INSTALATION TESTING AND COMMISSIONING OF CLORIN DOSING

SYSTEM

Each 1.00 209850.00 209851.00

Total Subhead- 20

SUB 871687.10 282683.90

18.HOR

18.01 2.12

Uprooting rank vegetation and weeds by digging the area to a depth of 60

cm, removing all weeds and other growth with roots by forking repeatedly,

breaking clods, rough dressing, flooding with water, uprooting fresh growths

after 10 to 15 days and then fine dressing for planting new grass, including

disposal of all rubbish with all leads and lifts.

sqm 427.00 35.75 15265.25 0.00

18.02 2.70 Fine dressing of the ground. sqm 427.00 2.15 918.05 0.00

18.03 2.20

Supplying and stacking of good earth at site including royalty and carriage

upto 5 km complete (earth measured in stacks will be reduced by 20% for

payment).

cum 128.00 332.55 42566.40 0.00

18.04 2.40

Supplying and stacking at site dump manure from approved source,

including carriage upto 5 km complete (manure measured in stacks will be

reduced by 8% for payment) :

(2.4.2 ) Screened through sieve of I.S. designation 16 mm

cum 64.00 192.05 12291.20 0.00

18.05 2.90Mixing earth and sludge or manure in the required proportion specified or

directed by the Officer-in-chargecum 192.00 21.35 4099.20 0.00

18.06 2.80

Spreading of sludge, dump manure and/or good earth in required thickness

as per direction of officer-in-charge (cost of sludge, dump manure and/ or

good earth to be paid separately).

cum 192.00 30.95 5942.40 0.00

18.07 2.28

Preparation of mounds of various size and shape by available excavated /

supplied earth in layers not exceeding 20 cm in depth, breaking clods,

watering of each layer, dressing etc., lead upto 50 meter and lift upto 1.5 m

complete as per direction of Officer-in-charge.

cum 128.00 267.10 34188.80 0.00

Page 29

Total N DSR

Amount

Total

Qty

Item



DSR Rate

(In Rs.)

N DSR Rate

(In Rs.)

Total DSR

AmountUNIT

18.08 2.10

Grassing with selection No. 1 grass including watering and maintenance

of the lawn for 60 days or more till the grass forms a thick lawn, free from

weeds and fit for mowing including supplying good earth, if needed (the

grass and earth shall be paid for separately).

(2.10.1) In rows 5 cm apart in both directions

sqm 427.00 10.40 4440.80 0.00

18.09 2.15

Half brick circular tree guard in bricks, internal diameter 1.25 metre and

height 1.2 metre above ground and 0.20 m below ground, bottom two courses

laid dry and top three courses in cement mortar 1:6 (1 cement : 6 fine

sand) and the intermediate courses being in dry honey comb masonry as

per design complete:

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

designation 5

Each 15.00 1419.70 21295.50 0.00

18.10 2.16

Providing and fixing M.S. flat iron tree guard 60 cm dia and 2 m high, above

ground consisting 4 nos 25 x 6 mm, 2.25 m long and 8 nos 25 x 3 mm 2 m

long verticals M.S. flats, riveted to 3 nos 25 x 6 mm M.S. flat iron rings in

two halves, fixing together at site with required six numbers of 8 mm dia

and 30 mm long bolts, including painting two coats with synthetic enamel

paint of approved brand and manufacture over a coat of primer. One name

plate of 1 mm thick M.S. sheet of size 250x100 mm shall be welded to the

tree guard near the middle height and lettered CPWD / PWD/ any other

approved name. The tree guard shall be suitably fixed to the ground by

embedding four legs of tree guard in pits of suitable dia and to a depth of 25

cm, refilling the pits with soil and ramming, complete in all respect as per

satisfaction and direction of Officer-in-charge.

Each 20.00 3036.15 60723.00 0.00

2.

18.11 7.75Supply and stacking of Polyalthia longifolia (Ashok) plant of height 180-

195 cm. in gunny bag of size 30 cm as per direction of the officer-incharge.Each 27.00 100.00 2700.00 0.00

18.12 7.50

Supply and stacking of Azadirachta indica ( Neem ) plant of height 120-

130cm in big polybag of size 25 cm as per direction of the

officer-in-charge.

Each 2.00 60.00 120.00 0.00

18.13 7.60Supply and stacking of Bassia latifolia (Mahua) plant of height 90-105 cm.

in big polybag of size 25 cm as per direction of the officer-in-charge.Each 2.00 60.00 120.00 0.00

18.14 7.53Supply and stacking of Mangifera indica (Mango-grafted ) plant of height

60-75 cm. in big poly bag of size 25 cm as per direction of the officer-incharge.Each 2.00 55.00 110.00 0.00

18.15 7.83

Supply and stacking of Eugenia jambolana (Jamun) plant of height 150-

165 cm. in big poly bags of size 25 cm as per direction of the

officer-in-charge.

Each 2.00 70.00 140.00 0.00

3.

Page 30

Total N DSR

Amount

Total

Qty

Item



DSR Rate

(In Rs.)

N DSR Rate

(In Rs.)

Total DSR

AmountUNIT

18.16 8.34

Supply and stacking of plant Hibiscus rosasinensis of height 60-75 cm.

with 5-6 branches in p.bag of size 25 cm as per direction of the

officer-in-charge.

Each 50.00 45.00 2250.00 0.00

18.17 8.45

Supply and stacking of plant Murraya Koenigii spreng (Kadipatta/meetha

neem) of ht 45-60 cm well developed in earthen pots of size 20 cm. per

direction of the officer-in-charge.

Each 50.00 25.00 1250.00 0.00

18.18 8.53

Supply and stacking of plant Plumbego capensis well developed with fresh

and healthy 30 to 45 cm ht., with bloom in 20 cm Earthen Pot/Plastic Pot

as per direction of the officer-in-charge.

Each 50.00 60.00 3000.00 0.00

SUB 211420.60 0.00

Amount of DSR Item 47789443.03

Amount of Non-DSR Item 5628270.81

Total 53417714.00

Page 31

S. NO. SUB-HEAD DESCRIPTION DSR Amount (In Rs.)NON DSR Amount (In

Rs.)

1. I CIRCUIT CUM POINT WIRING 2,132,631.00 -

2. II CABLE TRAYS AND ACESSERIES 91,076.00 -

3. III DISTRIBUTION BOARDS 463,362.00 -

4. IV EARTHING INSTALLATION (FOR DISTRIBUTION SYSTEMS & EPABX ETC.) 101,444.00 -

5. VCONDUITING WIRING AND CABLING FOR TELEPHONE NETWORK

SYSTEM 217,164.00 103,257.00

6. VI SUPPLY OF LIGHTING FIXTURES - 1,982,103.00

7. VII FLOOR PANEL & LIFT PANEL - 511,200.00

8. VIII CCTV SYSTEM - 418,160.00

9. IX LIFT (8 Persons Passenger Lift - (Speed 1.5 M/sec.) Up to G + 4 Floor.) 1,800,000.00

Total Cost in Rs. 3,005,677.00 4,814,720.00

Total Cost in Rs.(DSR + NON DSR)

Summary Sheet of Township of Alimco Production Centre at Kanpur

Sub: Electrical Works Schedule For Township Package -II.

7,820,397.00

Page 1 of 1

S. No.DSR-2014

/NON-SORDescription Unit Qty

DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

1.1) 1.10 Wiring for light point/ fan point/exhaust fan point/call bell point with 1.5 sq. mm

FRLS PVC insulated copper conductor single core cable in surface/recessed

medium class PVC conduit, with modular switch, modular plate, suitable GI box

and earthing the point with 1.5 sq. mm. FRLS PVC insulated copper conductor

single core cable etc as required.a) 1.10.3 Group-C (Primary point ) Point 645 718 463,110.00

1.2) 1.14.1 (for 2.5

mtr)

Wiring for secondary light point (Group point wiring)/fan point / exhaust fan

point/call bell point with 3 x 1.5 sq .mm. FRLS PVC insulated copper conductor

cable in surface/recessed PVC conduit (looped from above primary point wiring

(up to 2.5 mtr) and controlled by the same modular switch.) etc.as required.

Point 106 265 28,090.00

1.3) 1.11 Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper

conductor single core cable in surface / recessed medium class PVC conduit, 2

way modular switch, modular plate, suitable GI box and earthing the point with

1.5 sq.mm. FRLS PVC insulated copper conductor single core cable etc as

required.

Point 89 770 68,530.00

1.4) 1.31 Supplying and fixing suitable size GI box with modular plate and cover in front on

surface or in recess, including providing and fixing 3 pin 5/6 amps modular socket

outlet and 5/6 amps modular switch, connection etc. as required. (For light plugs

to be used in non residential buildings).

Each 335 303 101,505.00

1.5) 1.32 Supplying and fixing suitable size GI box with modular plate and cover in front on

surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps

modular socket outlet and 15/16 amps modular switch, connection etc. as

required.

Each 209 395 82,555.00

1.6) 2.18 Supplying and fixing 32 amps, 240 volts, SPN industrial type, socket outlet, with

2 pole and earth, metal enclosed plug top alongwith 32 amps “C” curve, SP,

MCB, in sheet steel enclosure, on surface or in recess, with chained metal cover

for the socket out let and complete with connections, testing and commissioning

etc. as required.

Each 68 954 64,872.00

1.7) 1.14 Wiring for circuit/ submain wiring along with earth wire with the following sizes

of FRLS PVC insulated copper conductor, single core cable in surface/ recessed

medium class PVC conduit as requireda) 1.14.1 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire For Light Circuit Point Metre 1200 106 127,200.00

b) 1.14.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire For Light Circuit Point Metre 2000 131 262,000.00

c) 1.14.3 2 X 4 sq. mm + 1 X 4 sq. mm earth wire For Power Circuit Point Metre 1600 162 259,200.00

d) 1.14.4 2 X 6 sq. mm + 1 X 6 sq. mm earth wire For Power / AC Circuit Point Metre 1100 221 243,100.00

PROJECT : TOWNSHIP FOR ALIMCO PRODUCTION CENTRE AT KANPUR

SUB-HEAD-I: CIRCUIT CUM POINT WIRING

Page 1 of 11

S. No.DSR-2014


DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

e) 1.14.5 2 X 10 sq. mm + 1 X 10 sq. mm earth wire For Industrial Power Socket Metre 100 327 32,700.00

f) 1.14.10 4 X 10 sq. mm + 2 X 10 sq. mm earth wire For Submain Wire / Cable of DB Metre 250 597 149,250.00

g) 1.14.11 4 X 16 sq. mm + 2 X 16 sq. mm earth wire For Submain Wire / Cable of DB Metre 250 883 220,750.00

1.8) 1.25 Supplying and fixing stepped type electronic fan regulator on the existing modular

plate switch box including connections but excluding modular plate etc. as

required.

Each 90 284 25,560.00

1.9) 1.26 Supplying and fixing modular blanking plate on the existing modular plate &

switch box excluding modular plate as required.Each 183 23 4,209.00

SUB-HEAD-I TOTAL CARRIED TO SUMMARY 2,132,631.00

Page 2 of 11

S. No.DSR-2014


DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

2.1) 4.1 Supplying and installing following size of perforated pre-painted M.S. cable trays

with perforation not more than 17.5%, in convenient sections, joined with

connectors, suspended from the ceiling with M.S. suspenders including bolts &

nuts, painting suspenders etc as required.a) 4.1.2 150 mm width X 50 mm depth X 1.6 mm thickness Metre 50 520 26,000.00

b) 4.1.4 300 mm width X 50 mm depth X 1.6 mm thickness Metre 20 789 15,780.00

c) 4.1.6 450 mm width X 50 mm depth X 2.0 mm thickness Metre 10 1117 11,170.00


bends with perforation not more than 17.5%, joined with connectors, suspended

from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders

etc as required.a) 4.2.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 5 964 4,820.00

b) 4.2.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 2 1458 2,916.00

c) 4.2.6 450 mm width X 50 mm depth X 2.0 mm thickness Each 1 2121 2,121.00


reducers with perforation not more than 17.5%, joined with connectors,

suspended from the ceiling with M.S. suspenders including bolts & nuts, painting

suspenders etc as required.a) 4.3.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 5 1349 6,745.00




Tee’s with perforation not more than 17.5%, joined with connectors, suspended

from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders

etc as required.a) 4.4.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 3 1714 5,142.00




cross members with perforation not more than 17.5%, joined with connectors,

suspended from the ceiling with M.S. suspenders including bolts & nuts, painting

suspenders etc as required.a) 4.5.2 150 mm width X 50 mm depth X 1.6 mm thickness Each 2 767 1,534.00

b) 4.5.4 300 mm width X 50 mm depth X 1.6 mm thickness Each 1 960 960.00

SUB-HEAD-II TOTAL CARRIED TO SUMMARY 91,076.00

SUB-HEAD-II:- CABLE TRAYS AND ACESSERIES :

Page 3 of 11

S. No.DSR-2014


DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

3.1) 2.7 Supplying and fixing following way prewired SP&N MCB distribution board of

steel sheet for 240 volts on surface/ recess complete with loose wire box, terminal

connectors for all incoming and outgoing circuits, duly prewired with suitable size

FRLS PVC insulated copper conductor up to terminal blocks, tinned copper bus

bar, neutral link, earth bar, din bar, detachable gland plate, interconnections,

powder painted including earthing etc. as required.(But without MCB/ RCCB/

Isolator)a) 2.7.4 6 way (2 + 6), Double door Nos. 4 2508 10,032.00

3.2) 2.8 Supplying and fixing following way prewired TP&N MCB distribution board of

steel sheet for 415 volts on surface/ recess complete with loose wire box, terminal

connectors for all incoming and outgoing circuits, duly prewired with suitable size

FRLS PVC insulated copper conductor up to terminal blocks, tinned copper bus

bar, neutral link, earth bar, din bar, detachable gland plate, interconnections,

powder painted including earthing etc. as required.(But without MCB/ RCCB/

Isolator)a) 2.8.6 6 way (4 + 18), Double door Nos. 25 9496 237,400.00

3.3) 2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, “C” curve,

miniature circuit breaker suitable for inductive load of following poles in the

existing MCB DB complete with onnections, testing and commissioning etc. as

required.a) 2.10.1 Single pole (6/32 Amps) Nos. 374 169 63,206.00

3.4) 2.14 Supplying and fixing following rating, double pole, (single phase and neutral),

240 volts, residual current circuit breaker (RCCB), having a sensitivity current

upto 300 milliamperes in the existing MCB DB complete with connections, testing

and commissioning etc. as required.a) 2.14.2 40 amps Nos. 79 1714 135,406.00

3.5) 2.13 Supplying and fixing following rating, four pole, 415 volts, isolator in the existing

MCB DB complete with connections, testing and commissioning etc. as required.

a) 2.13.1 40 amps Nos. 12 659 7,908.00

b) 2.13.2 63 amps Nos. 13 670 8,710.00

3.6) 2.11 Supplying and fixing Single Pole Blanking Plate in the existing MCB DB complete

Etc. as required.Nos. 100 7 700.00

SUB-HEAD-III TOTAL CARRIED TO SUMMARY 463,362.00

SUB-HEAD-IV:- EARTHING INSTALLATION (FOR DISTRIBUTION SYSTEMS & EPABX ETC.)

SUB-HEAD-III:- DISTRIBUTION BOARDS

Page 4 of 11

S. No.DSR-2014


DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

Supply, Testing & Commissioning, fixing of following bare GI tapes / wires

including all necessary fixing accessories and effecting connections as per

specifications.4.1) 5.14 Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for

connections etc. as required.RM 35 856 29,960.00

4.2) 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for

connections etc. as required.RM 100 142 14,200.00

4.3) 5.18 Providing and fixing 6 SWG dia G.I. wire on surface or in recess for loop earthing

along with existing surface/ recessed conduit/submain wiring/ cable as required. RM 150 22 3,300.00

4.4) 5.4 Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including

accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt

as required.

Nos. 1 4490 4,490.00

4.5) 5.6 Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including

accessories, and providing masonry enclosure with cover plate having locking

arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt

as required.

Nos. 2 9292 18,584.00

4.6) 14.13 Providing, laying and fixing following dia G.I. pipe (medium class) in ground

complete with G.I. fittings including trenching (75 cm deep)and re-filling etc as

requireda) 14.13.1 50 mm dia RM 25 450 11,250.00

b) 14.13.3 100 mm dia RM 20 983 19,660.00

SUB-HEAD-IV TOTAL CARRIED TO SUMMARY 101,444.00

Page 5 of 11

S. No.DSR-2014


DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

5.1) Supplying and fixing of following sizes of medium class PVC conduit along with

accessories in surface/recess including cutting the wall and making good the same

in case of recessed conduit as required.a) 1.21.1 20mm RM 350 53 18,550.00

b) 1.21.2 25mm RM 500 65 32,500.00

c) 1.21.3 32mm RM 250 85 21,250.00

5.2) Supply, fixing, connecting and testing of elephone/computer/TV modular sockets

modular plate anodised MS box and blanking late in surface/recessed including

connectionetc as required. a) 1.24.6+1.27.1+

1.28.1

RJ-11 telephone socket two line with shutterEach 68 340 23,120.00

b) 1.24.7+1.27.1+

1.28.1

T.V. CO-axial cable socket outlets of one point Each 68 339 23,052.00

5.3) Providing, fixing connecting and testing of solder less telephone Tag block of

following capacity ties as required in suitable size of m.s. hinged lockable cover

box duly painted etc. as required of Krone type.a) M . R 20 pair Tele Tag Blk Each 4 4560 18,240.00

5.4) Providing, fixing connecting and testing of solder less Television Junction Box of

following capacity ties as required in suitable size of m.s. hinged lockable cover

box duly painted etc. as required of Krone type.a) M . R 4 pair T.V Junction Box. Each 17 5001 85,017.00

5.5) Supplying drawing, connecting and testing of 0.61mm dia annealed copper

conductor PVC insulated PVC sheathed telephone Wire/cables in Existing PVC

conduit or a racks as required. a) 1.18.3 4 pair Telephone cable RM 1360 27 36,720.00

5.6) 1.19 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solid copper

conductor PE insulated, shielded with fine tinned copper braid and protected with

PVC sheath in the existing surface/ recessed steel/ PVC conduit as required. RM 1700 28 47,600.00

5.7) 1.22 Supplying and fixing metal box of following sizes (nominal size) on surface or in

reces with suitable size of phenolic laminated sheet cover in front including

painting etc as required.a) 1.22.1 75 mm x 75 mm x 60 mm deep Each 136 89.00 12,104.00

b) 1.22.2 100 mm x 100 mm x 60 mm deep Each 21 108.00 2,268.00

SUB-HEAD-V TOTAL CARRIED TO SUMMARY 217,164.00 103,257.00

SUB-HEAD - V :- CONDUITING WIRING AND CABLING FOR TELEPHONE / TV NETWORK SYSTEM

Page 6 of 11

S. No.DSR-2014


DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

Supply & ITC of the following lighting fixtures with all fixing accessories etc. as

required.

6.1) NS Supply ,fixing , testing and commissioning of T5-24 Watt surface mounted LED

type Light fixture all accessories as required Equivalent to Wipro Make cat No-

LL20-221-XXX-60-XX

Each 104 2465 256,360.00

6.2) NS Supply ,fixing , testing and commissioning of 13 Watt Surface mounted IP 65

LED type Light fixture all accessories as required Equivalent to Wipro Make cat

No- LW01-101-XXX-60-XX

Each 170 2224 378,080.00

6.3) NS Supply ,fixing , testing and commissioning of 13 Watt mirror optic 1x1 LED

Light fixture all accessories as required Equivalent to Wipro Make cat No-

CRCO17R013HP57

Each 42 3094 129,948.00

6.4) NS Supply ,fixing , testing and commissioning of 13W LED 2 feet tube light/mirror

Light fixture all accessories as required Equivalent to Havells Make cat No-

LHDT15113631

Each 39 1685 65,715.00

6.5) NS Supply ,fixing , testing and commissioning of WAAL Light/BULKHEAD LIGHT

fixture all accessories as required Equivalent to Havells MakeEach 242 2650 641,300.00

6.6) NS Supply ,fixing , testing and commissioning of 1200 mm Celling Fan all accessories

as required Equivalent to Havells Make.Each 90 3150 283,500.00

6.7) NS Supply ,fixing , testing and commissioning of 450 mm dia exhaust fan of PVC

body with louvers. all accessories as required Equivalent to Havells Make.Each 64 3550 227,200.00

SUB-HEAD - VI TOTAL CARRIED TO SUMMARY 1,982,103.00

SUB-HEAD-VI:- SUPPLY OF LIGHTING FIXTURES.

Page 7 of 11

S. No.DSR-2014


DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

7.1) MAIN FLOOR PANEL

a) Incoming

1 No. 300 Amps FP MCCB with following accessories:

VAF digital electronic meter with inbuilt selector switch and 300/5 Amps suitable

VA, CL 1 CTs . -1 Set

Phase indicating light shall be protected by 2 Amps SP MCB's -3 Set

b) Bus Bars

400 Amps TPN Aluminium bars with heat coloured shrinkable insulation sleeve -

1 Set

c) Outgoing

100 Amps FP MCCB - 3 No.

63 Amps FP MCB - 7 No.


d) Spare



Notes:-

i. All MCCB's shall be of 25 KA (Ics) breaking capacity.

ii All MCB's shall be of 10 KA breaking capacity.

(NON-SOR) FLOOR PANEL described as above Set. 1 375,600.00 375,600.00

SUB-HEAD-VII:- FLOOR PANEL & LIFT PANEL

Page 8 of 11

S. No.DSR-2014


DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

7.2) M . R LIFT PANEL

Supply, installation, testing and commissioning of following M.V. cubicle

type totally enclosed, free standing type, dust, damp and vermin proof,

Distribution Board/Panel complete with busbars, M.V. danger notice

plate, interconnections with suitable capacity aluminium leads/ solid

aluminium strips/rods, connection of incoming and outgoing cables with

thimbles, powder coat painted and having following incoming and

outgoing switchgears complete as required.

INCOMER:

1 No. of 100 Amp 4P MCCB of 25 kA Breaking capacity with On

Indicating Lamp with 2A SP MCB back-up.

Coloured (Red, Yellow, Blue) phase indicating lamp - 1 set

(0 - 100 A) CT operated Ammeter with selector switch & 3 nos. CTs

ratio 100/5A ,15VA burden & accuracy class of 1.0 - 1 set

0-500 V Voltmeter with selector switch - 1 set

BUSBARS:

150 Amp TPN Aluminium busbars

OUTGOING:

4 Nos. 63 Amp 4P MCB, with phase indicating lamps.

20A DP MCB - 3 No.

LIFT Panel describe as above Set 1 135600 135,600.00

SUB-HEAD-VII TOTAL CARRIED TO SUMMARY 511,200.00

Page 9 of 11

S. No.DSR-2014


DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

8.1) M . R

Supply, installation, testing and commissioning of CCTV Surveillance

System complete with all accessories, components and required to

make the system fully functional and comprising of the following

equipment all as specified.

a)

Supply, installation, testing and commissioning of DVR-20-CH,

400/480fps display, 400f/480ps recording, H.264, Recording

@704x480 (100/120ips)/ 704x240 (200/240ips)/ 352x240

(400/480ips), 8Audio In/ 1 Out, 16 Alarm In, 4 Relay Out, Network Port

available for Remote View S/W with transmission up to 120 IPS @

352x288 PAL, along with 3 TB HDD, complete all as specified with

230VAC power supply complete in all respects as per specifications as

per engineer in charge.

Set 1 165000 165,000.00

8.2) M . R

Supply, installation, testing and commissioning of High Resolution 40

inch LCD colour TV monitor with on screen adjustment menu, durable

metal cabinet etc. complete in all respects as per specifications as per

engineer in charge.

Each 2 56500 113,000.00

18.3) M . R

Supply, installation, testing and commissioning of IR & IP Based dome

type indoor coloured fixed camera with of 1/3" CCD,540 TVL,

Sensitivity @ 30 IRE: Color 0.5Lx/Night Sense 0.18 Lx, AWB / BLC /

AGC /Auto Black, 2.6 to 6 mm vari-focal lens Auto Iris, 12VDC/24VAC

for indoor application, complete in all respects as per specifications as

per engineer in charge.

Each 10 7500 75,000.00

18.4) M . R

Supply, drawing, installation, testing and commissioning of Video co-

axial cable RG 11 in the existing surface / recessed steel/PVC conduit

as required.

RM 250 40 10,000.00

8.5) M . R

Supply, drawing, installation, testing and commissioning of armoured

video co-axial cable RG 11 including trenching, excavation and

backfilling as required.

RM 100 70 7,000.00

8.6) M . R

PVC, HDPE PIPES & PVC FLEXIBLE PIPES:: Supply & erection of

PVC pipes & HDPE pipes (fire retardant) for wiring purposes including

bends, inspection boxes etc., where necessary including other petty

material as per PWD General Specifications 2010:-

SUB-HEAD-VIII:- CCTV SYSTEM

Page 10 of 11

S. No.DSR-2014


DSR Rate

(In Rs.)

DSR Amount

(In Rs.)

Non DSR Rate

(In Rs.)

Non DSR Amount

(In Rs.)

a)Heavy gauge PVC conduit pipe 20mm dia. (ISI marked 2mm thick)

FlushedRM 250 32 8,000.00

b) Heavy gauge PVC conduit pipe 25mm dia. (ISI marked 2mm thick)

FlushedRM 100 38 3,800.00

8.7) M . R

Supply and erection of PVC flexible pipe complete with compression

glands, having locking arrangement, check-nuts as required :-

a) PVC flexible pipe 20mm dia. RM 50 32 1,600.00

b) PVC flexible pipe 25mm dia. RM 20 38 760.00

8.8) M . R

Supply and drawing of following sizes of PVC insulated copper

conductor single core FRLS cable in the existing surface / recessed

steel/PVC conduit as required.

a) 3 x 2.5 sq.mm. RM 350 40 14,000.00

8.9) M . R

Supply, drawing, installation, testing and commissioning of PVC

insulated and PVC sheathed Instrumentation cable with electrolytic

grade annealed bare flexible copper conductor shielded cable 2 core

16/0.2mm. cable in the existing surface / recessed PVC/steel conduit

as required.

RM 150 75 11,250.00

8.10) M . R

Supply and laying of RG 59/RG 6 tinned copper co-axial cable with

polythene insulation. RG 6 only in case of distance between camera

and DVR

RM 250 35 8,750.00

SUB-HEAD-XVIII TOTAL CARRIED TO SUMMARY 418,160.00

8.11) NSProviding and installing of electrical lift for 8 Persons Passenger lift for (G+4).

The detail as per specifications. Each 1 1800000 1,800,000.00

SUB-HEAD- IX TOTAL CARRIED TO SUMMARY 1,800,000

SUB-HEAD-IX:- LIFT

Page 11 of 11

tender no dli/con/752/569 for volume iii...

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