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AN ISO 9001 & 14001 COMPANY

TENDER DOCUMENT

TENDER No.: DLI/CON/666/367

FOR

CONSTRUCTION OF 5 NOS. MULTI PURPOSE CYCONE SHELTERS AT PURBA MEDINIPUR AND NORTH 24 PARGANAS AT WEST BENGAL

(PHASE-III)

VOLUME – III

Price Bid/ BOQ

NIT NO: DLI/CON/666/367 DTD 21.12.2012

ENGINEERING PROJECTS (INDIA) LTD.

Tender for construction of Multi Purpose Cyclone shelters in North 24 Parganas & Purba Medinipur at west Bengal.

Form of Price Bid SI. No.

Description Estimated cost Bidder’s Quote Bidder’s Price

Percentage at per or below or above

Amount in (`)

Distt: North 24 Parganas

(`) In Figure In Words In Figure In Words

1 Lowkhali 2,98,55,754.00

2 Dwarir Jangle 3,07,53,551.00

3 Atapur 2,64,17,785.00

4 Khulna 2,68,88,475.00

Distt: Purba Medinipure

1. Amtalia 2,32,91,830.00

Total Estimated Cost: 13,72,07,395.00

S. No. Description AMOUNT (Rs.)

1 SUPER STRUCTURE 15284507.96

2 SUB STRUCTURE 13683871.00

3 External Development 1785172.00

Total Cost of Project 30753550.96

Cost per Sqm 44377.42

44377.00

SUMMARY OF COST

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT DWARIR JANGLE DISTT. NORTH 24 PARGANAS, WEST BENGAL

S.NO. DEScription of Item AMOUNT DSR AMOUNT NSI

A SUPER STRUCTURECIVIL

1 EARTH WORK 520378.002 CONCRETE WORK 579872.003 R.C.C. WORK 5397318.00 171886.004 Brick work 508656.005 Marble Work 12703.006 Wood Work 15566.007 Steel Work 240256.008 Flooring 356626.009 Roofing 15931.0010 Finishing 360551.0011 Sanitary Instalation 103385.0012 Water supply 79425.0013 Aluminium Work 156842.00 372918.0014 Water proofing 118877.00

8466386.00 544804.00Add extra for Cost Index on DSR‐Items @ 66% 5587814.76

14054200.76 544804.00Total CIVIL 14599004.76

14599005.00ELECTRICAL 289756.00 204508.00Add extra for Cost Index on DSR‐Items @ 66% 191238.96

480994.96 204508.00Total Electrical 685502.96

TOTAL SUPER STRUCTURE 15284507.96Covered Area 693.00 SqmCOST PER SQM 22055.57 22056.00

B SUB STRUCTURE PILE WORK 8171171.00 119727.00Add extra for Cost Index on DSR‐Items @ 66% 5392972.86

13564143.86 119727.00TOTAL SUB STRUCTURE 13683870.86

13683871.00Covered Area 693.00 SqmCOST PER SQM 19745.85 19746.00

C External DevelopmentToe WALL , Stone Piching& Septic Tank 281571.00Drainage 83432.00Bore Well 311751.00D.G.Set 867516.00Total 365003.00 1179267.00Add extra for Cost Index on DSR‐Items @ 66% 240901.98

605904.98 1179267.00Total External 1785171.98

1785172.00Area For Development 951 SqmCost Per Sqm 1877.15 1877.00


S. No.Item Code DSR‐07 CIVIL WORK Qty. Unit Rate Amount

A SUPER STRUCTUREE A R T H W O R K

1 2.3 Banking excavated earth in layers not exceeding 20 cm. in depth, breaking clods, watering, rolling each layer with ½ tonne roller, or wooden or steel rammers, and rolling every 3rd and top‐most layer with power roller of minimum 8 tonnes and dressing up, in embankments for roads, flood banks, marginal banks, and guide banks etc., lead upto 50 m and lift upto 1.5 m.

2.3.1 All kinds of soil 1883.00 cum 99.45 187264.352 2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers

not exceeding 20 cm in depth.‐1883.00 cum 1.75 ‐3295.25

3 2.6 Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed.

2.6.1 All kinds of soil 34.00 cum 101.85 3462.904 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to give at

least 95% of the maximum dry density (proctor density).1883.00 cum 4.50 8473.50

5 2.10 Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 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 consolidating each 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 soil2.10.1.2 Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia. 25.00 metre 115.05 2876.25

6 2.27 Supplying and filling in plinth with locally available fine sand under floors including, watering, ramming consolidating and dressing complete.

167.00 cum 301.50 50350.50

7 23.2 Supplying and stacking of good earth at site including royalty and carriage upto 1 km (earth measured in stacks will be reduced by 20% for payment).

1883.00 cum 144.05 271246.15

Total of Earth work 520378.40520378.00

C O N C R E T E W O R K8 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring

and shuttering ‐ All work upto plinth level :4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 42.00 cum 3257.45 136812.904.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 66.00 cum 2449.00 161634.004.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 112.00 cum 2237.75 250628.004.1.11 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 13.70 cum 2079.60 28490.52

9 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size).

16.00 sqm 144.15 2306.40

Total of Concrete work 579871.82579872.00

REINFORCED CEMENT CONCRETE10 5.9 Centring and shuttering including strutting, propping etc. and removal of form for :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 157.00 sqm 119.25 18722.255.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 143.00 sqm 180.40 25797.20

5.9.3 Suspended floors, roofs, landings, balconies and access platform. 723.00 sqm 187.35 135454.055.9.4 Shelves (Cast in situ) 14.00 sqm 187.35 2622.905.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers. 468.00 sqm 162.65 76120.205.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. 573.00 sqm 238.40 136603.205.9.7 Stairs, (excluding landings) except spiral‐staircases. 77.00 sqm 204.00 15708.005.9.14 Extra for shuttering in circular work (20% of respective centring and shuttering items). 573.00 sqm 47.68 27320.645.9.16 Edges of slabs and breaks in floors and walls.5.9.16.1 Under 20 cm wide 266.00 metre 61.10 16252.605.9.17 Cornices and mouldings 23.00 sqm 323.00 7429.00

11 5.11 Extra for additional height in centring, shuttering where ever required with adequate bracing, propping etc. including cost of de‐shuttering and decentring at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured)

5.11.1 Suspended floors, roofs, landing, beams and balconies (Plan area to be measured). 187.00 sqm 70.20 13127.4012 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

binding all complete.5.22.6 Thermo‐Mechanically Treated bars. 77426.00 kg 42.70 3306090.20

13 5.33 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete work including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement. including Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer‐in‐charge. M‐25 grade reinforced cement concrete by using 410kg. of cement per cum of concrete.All work upto floor V level.

384.60 cum 4147.40 1595090.04

14 5.34 Add or deduct for providing richer or leaner mixes respectively at all floor levels.5.34.1 Providing M‐30 grade concrete by using 420kg of cement per cum of concrete instead of M‐25

grade B.M.C/ R.M.C..384.60 cum 54.55 20979.93




NSI Extra for providing corrosion resistant steel bar confirming to IS‐1786 Fe 500 D of TATA/SAIL make instead of Thermo‐Mechanically Treated bars.

77426.00 kg 2.22 171885.72

Total of RCC 5397317.615397318.00

Total NSI 171885.72171886.00

B R I C K W O R K15 6.4 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor

V level in all shapes and sizes in :6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 193.00 cum 2430.25 469038.25

16 6.13 Half brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level.

6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) 113.00 sqm 302.80 34216.4017 6.15 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half

brick masonry (with F.P.S. bricks).113.00 sqm 47.8 5401.40

Total of Brick work 508656.05508656.00

MARBLE W O R K18 8.2 Providing and fixing 18mm thick gang saw cut mirror polished (premoulded and prepolished)

machine cut for kitchen platforms, vanity counters ,window sills , facias and similar locations of required size of approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing moulding and polishing to edge to give high gloss finish etc. complete at all levels.

8.2.1 Raj Nagar Plain white marble/ Udaipur green marble/ Zebra black marble.8.2.1.2 Area of slab over 0.50 sum. 9.00 sqm 1281.40 11532.60

19 8.3 Extra for providing edge moulding to 18mm thick marble stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer‐in‐Charge.

8.3.1 Marble work 15.00 metre 57.90 868.5020 8.5 Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen

platform, vanity counters and similar location in marble/Granite/stone work including necessary holes for pillar taps etc. including rubbing and polishing of cut edges etc. complete.

2.00 each 151.00 302.00

Total of Marble work 12703.1012703.00

W O O D W O R K21 9.71 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless

steel screws etc. complete :9.71.1 125x64x2.50 mm 69.00 each 54.15 3736.359.71.2 100x60x2.50 mm 24.00 each 40.10 962.409.71.3 75x50x2.50 mm 8.00 each 28.75 230.00

22 9.96 Providing and fixing aluminium sliding door bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with nuts and screws etc. complete :

9.96.1 300x16 mm 19.00 each 158.50 3011.5023 9.97 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade

AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :

9.97.1 300x10 mm 8.00 each 71.45 571.609.97.2 250x10 mm 15.00 each 62.20 933.009.97.4 150x10 mm 50.00 each 42.75 2137.50

24 9.100 Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :

9.100.1 125 mm 16.00 each 48.80 780.809.100.2 100 mm 30.00 each 35.30 1059.009.100.3 75 mm 32.00 each 28.35 907.20

25 9.101 Providing and fixing aluminium hanging floor door stopper ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

9.101.1 Single rubber stopper 15.00 each 19.05 285.7526 9.102 Providing and fixing aluminium casement stays ISI marked anodised (anodic coating not less than

grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

20.00 each 47.55 951.00

TOTAL of Wood & PVC work 15566.1015566.00

STEEL WORK 27 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of

internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M S bar bent to shape as per standard drawing

22.00 each 81.20 1786.40

28 10.25 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.



10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 4520.00 kg 51.20 231424.0029 10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing

and staircase railing including applying a priming coat of approved steel primer.

10.26.1 M.S. tube. 113.00 kg 62.35 7045.55Total of Steel work 240255.95

240256.00F L O O R I N G

30 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.

11.3.1 40mm thick with 20mm nominal size stone aggregate. 896.00 sqm 192.95 172883.2031 11.4 52 mm thick cement concrete flooring with concrete hardener topping under layer 40 mm thick

cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume .hardening compound is mixed @ 2 litre per 50kg of cement or as per manufacturers specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.

163.00 sqm 286.55 46707.65

32 11.6 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.

11.6.1 18 mm thick. 35.00 sqm 168.50 5897.5033 11.8 Extra for making chequers of approved pattern on cement concrete floors, steps, landing,

pavements etc.896.00 sqm 13.15 11782.40

34 11.36 Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer ) of approved make in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer‐in‐Charge in skirting, risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sum including pointing in white cement mixed with pigment of matching shade complete.

153.00 sqm 556.60 85159.80

35 11.39 Providing and laying rectified Glazed Ceramic floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, 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.

45.00 sqm 759.90 34195.50

Total of Flooring 356626.05356626.00

R O O F I N G36 12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate

10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

12.21.1 In 75x75mm deep chase 60.00 metre 67.35 4041.0037 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1

cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.

5.00 each 108.00 540.00

38 12.41 Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes

12.41.2 110 mm diameter 49.00 metre 163.40 8006.6039 12.42 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.

12.42.5.2 110 mm bend 5.00 each 134.20 671.0012.42.6.2 110 mm Shoe 5.00 each 263.10 1315.50

40 12.43 Providing and fixing Unplasticised ‐PVC pipe clips of approved design to Unplasticised ‐ PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.

12.43.2 110 mm 14.00 each 96.90 1356.60Total of Roofing 15930.70

15931.00F I N I S H I N G

41 13.1 12 mm cement plaster of mix :13.1.2 1:6 (1 cement : 6 fine sand) 675.00 sqm 67.65 45663.75

42 13.2 15 mm cement plaster on the rough side of single or half brick wall of mix :13.2.2 1:6 (1 cement : 6 fine sand) 202.50 sqm 78.55 15906.38

43 13.7 12 mm cement plaster finished with a floating coat of neat cement of mix :13.7.2 1:4 (1 cement : 4 fine sand) 62.00 sqm 97.90 6069.80

44 13.11 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6mm thick cement plaster 1:6 (1 cement : 6 fine sand).

472.50 sqm 111.15 52518.38


46 13.22 Extra for plastering exterior walls of height more than 10 m from ground level for every additional height of 3 m or part thereof.

270.00 sqm 16.8 4536.00



47 13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade

13.41.1 New work (two or more coats) over and including priming coat with cement primer. 1686.00 sqm 41.55 70053.3048 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required

shade13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sum. over and including base coat of water

proofing cement paint applied @ 2.20 kg/ 10 sum).855.00 sqm 60.10 51385.50

Total of Finishing 360551.25360551.00

SANITARY INSTALLATION49 17.1 Providing & fixing of water closet squatting pan (indian type w.c.pan) with 100mm sand cast iron

P or S trap, 10 liter low level white p.v.c. flushing cistern with manually controlled device (handle lever)conforming to IS:7231,with all fittings and fixtures comlete including cutting and making good the walls and floors wherever required:

17.1.1 White Vitreous china Orissa pattern W.C.pan of size 580x440mm with integral type foot rests. marked white solid plastic seat and lid.

6 Each 2304.65 13,827.90

50 17.3 Providing & fixing of white vitreous china pedestal type water closet(European type) with seat and lid, 10 liter low level white viterous china flushing cistern C.P.flush bend with fittings & C.I.brackets ,40mm flush bend, overflow arrangment with specials of standard make and mosquito proof coupling of approved municipala design complete including painting of fittings and brackets, cutting and making good the wall and Floors wherever required:

17.3.1 W.C pan with ISI marked white solid plastic seat and lid 2 Each 3,282.95 6,565.90 51 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of

430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. 2 each 3393.60 6,787.20 52 17.7 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 :

17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. 10 each 1201.70 12,017.00

53 17.10 Providing & fixing stainless steel A ISI 304(18/8) kitchen sink as per I.S 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: Kitchen sink with drain board.

17.10.1.1 510x1040mm bowl depth 250mm 1 Each 6,154.35 6,154.35 54 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings

complete.17.28.2 Flexible pipe17.28.2.1 32 mm dia 11 each 46.80 514.80

55 17.32 Providing & fixing mirror of superior glass(of aproved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6mm thick hard board backing:

17.32.2 Rectangular Shape 453x357mm 2 Each 465.10 930.20 17.32.4 Rectangular Shape 1500x450mm 2 Each 1,034.50 2,069.00

56 17.34 Providing and fixing toilet paper holder :17.34.1 C.P. brass 8 each 147.10 1,176.80

57 17.35 Providing and fixing soil, waste and vent pipes : 17.35.1 100 mm dia.17.35.1.1 Sand cast iron S&S pipe as per IS: 1729. 27.00 metre 451.00 12,177.00 17.35.2 75 mm diameter :17.35.2.1 Sand cast iron S&S pipe as per IS: 1729. 27.00 metre 395.45 10,677.15

58 17.37 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 10x10x10cm of 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) including cost of cutting holes and making good the walls etc. :

17.37.1 For 100 mm dia. Pipe 6 each 65.35 392.10 17.37.2 For 75 mm dia. Pipe 6 each 63.00 378.00

59 17.39 Providing and fixing plain bend of required degree.17.39.1 100 mm17.39.1.1 Sand cast iron S&S as per IS ‐ 1729 12 each 222.45 2,669.40 17.39.2 75 mm17.39.2.1 Sand cast iron S&S as per IS ‐1729 6 each 175.15 1,050.90

60 17.40 Providing and fixing heel rest sanitary bend17.40.1 100 mm dia17.40.1.1 Sand cast iron S&S as per IS ‐ 1729 2 each 244.50 489.00 17.40.2 75 mm17.40.2.1 Sand cast iron S&S as per IS ‐ 1729 2 each 204.20 408.40

61 17.44 Providing and fixing single equal plain junction of required degree :17.44.1 100x100x100 mm17.44.1.1 Sand cast iron S&S as per IS ‐ 1729 4 each 323.50 1,294.00 17.44.2 75x75x75 mm17.44.2.1 Sand cast iron S&S as per IS ‐ 1729 4 each 250.65 1,002.60



62 17.55 Providing and fixing door piece, insertion rubber washer 3mm thick, bolts & nuts complete :

17.55.1 100 mm17.55.1.1 Sand cast iron S&S as per IS ‐ 1729 4 each 367.65 1,470.60 17.55.2 75 mm17.55.2.1 Sand cast iron S&S as per IS ‐ 1729 4 each 268.05 1,072.20

63 17.57 Providing and fixing collar:17.57.1 100 mm17.57.1.1 Sand cast iron S&S as per IS ‐ 1729 4 each 143.45 573.80 17.57.2 75 mm17.57.2.1 Sand cast iron S&S as per IS ‐ 1729 4 each 107.80 431.20

64 17.58 Providing lead caulked joints to sand cast iron/ centrifugally cast (spun) iron pipes and fittings of diameter:

17.58.1 100 mm 25 each 126.50 3,162.50 17.58.2 75 mm 18 each 107.80 1,940.40

65 17.59 Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter :

17.59.1 100 mm 5 each 48.25 241.25 66 17.60 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 :

17.60.2 100 mm inlet and 75 mm outlet17.60.2.2 Sand Cast iron S&S as per IS‐ 1729. 30 each 375.90 11,277.00

67 17.65 Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work :

17.65.1 100 mm diameter pipe 20 metre 18.60 372.00 17.65.2 75 mm diameter pipe 20 metre 14.25 285.00

68 17.73 Providing & fixing PTMT towel rail complete with brackets fixed to wooden cleats with C.P brass screws with concealed fitting arangement of approved quality and colour.

17.73.2 600 mm long toil towel rail with total length of 645mm,width 78mm and effective height of 88mm, weighing not less than 190 gms.

6 Each 329.50 1,977.00

Total of Sanitary work 103,384.65 103385.00

Water supply69 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making

good the walls etc.Internal work ‐ Exposed on wall

18.10.3 25 mm dia. nominal bore 60 metre 179.65 10,779.00 18.10.4 32 mm dia. nominal bore 45 metre 226.10 10,174.50

70 18.11 Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall.

18.11.1 15 mm dia nominal bore 50 metre 144.75 7,237.50 18.11.2 20 mm dia nominal bore 25 metre 170.60 4,265.00

71 18.12 Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.External work :

18.12.4 32 mm dia. nominal bore 20 metre 193.60 3,872.00 72 18.17 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :

18.17.1 25 mm nominal bore 6 each 285.50 1,713.00 18.17.2 32 mm nominal bore. 2 each 358.00 716.00

73 18.19 Providing and fixing gun metal non‐ return valve of approved quality (screwed end) :18.19.2 32 mm nominal bore18.19.2.1 Horizontal 1 each 371.45 371.45

74 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :18.21.2 45 cm length18.21.2.1 15 mm nominal bore 32 each 44.75 1,432.00

75 18.38 Painting G.I. pipes and fittings with synthetic enamel white paint over a ready mixed priming coat, both of approved quality for new work :

18.38.3 25 mm diameter pipe. 60 metre 7.45 447.00 18.38.4 32 mm diameter pipe. 45 metre 8.75 393.75

76 18.41 Providing and filling sand of grading zone V or coarser grade all‐round the G.I. pipes in external work.

18.41.4 32 mm diameter pipe 20 metre 23.40 468.00 77 18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long

screws etc. complete (New work) 18.46.1 15 mm nominal bore 10 each 75.90 759.00 18.46.2 20 mm nominal bore 8 each 96.80 774.40 18.46.3 25 mm nominal bore 5 each 107.25 536.25 18.46.4 32 mm nominal 4 each 123.55 494.20

78 18.51 Providing & fixing C.P. brass (Long body)bib cock of approved quality conforming to IS standerd and weight not less then 690 gms.

18.51.1 15 mm nominal bore 14 Each 253.95 3,555.30



79 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931

18.53.1 15 mm nominal bore 23 each 347.65 7,995.95 80 18.65 Providing & fixing PTMT soap dish Holder having length of 138mm,breadth 102mm, height of 75mm 4 Each 133.30 533.20 81 NSI (Derived

from DSR‐18.12.8)

Providing and Lowering of G.I pipe of 80 mm dia. nominal bore all complete as per direction of Engineer‐in‐charge.

50 metre 458.15 22,907.50

Total of WATER SUPPLY 79,425.00 79425.00

ALUMINIUM WORK82 21.1 Providing and fixing aluminium 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer‐in‐charge. (Glazing and panelling to be paid for separately) :

21.1.1 For fixed portion.21.1.1.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868,

Minimum anodic coating of grade AC 15)122.98 kg 290.45 35718.38

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 PVC / neoprene gasket required (Fittings shall be paid for separately).

21.1.2.1 Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)

230.58 kg 310.45 71583.56

83 21.2 Providing and fixing 12mm thick Pre‐laminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass / stainless steel screws etc. complete as per architectural drawings and directions of engineer‐in‐charge.

21.2.1 Pre‐laminated particle board with decorative lamination on one side and balancing lamination on other side.

38.00 sqm 776.05 29489.90

84 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 Engineer‐in‐charge complete.

21.8.1 Upto 5mm depth and 5 mm width 98.00 metre 58.85 5767.3085 21.14 Providing and fixing anodised aluminium (anodised transparent or dyed to required shade

according to IS : 1868. Minimum anodic coating of grade AC 15) sub frame work for windows and ventilators a with extruded built up standard tubular sections of approved make conforming to IS: 733 and IS : 1285 fixed with rawl plugs and stainless steel screws etc.

47.00 kg 303.90 14283.30

86 NSI Providing and fixing poweder coated aluminium work for louvers with extruded built up standard tubular sections/ appropriate Z sections / appropriate sheet and other sections of approved make conforming to IS: 733 and IS : 1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer‐in‐charge.

683.00 KG 546.00 372918.00

TOTAL of Aluminium work 156842.44156842.00

TOTAL OF Aluminium work‐NSI 372918.00372918.00



WATER PROOFING87 22.5 Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by

applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sum mixed with water proofing cement compound @ 0.253 kg/sum. This layer will be allowed to air cure for 4 hours.b) Second layer of slurry of cement @ 0.242 kg/sum mixed with water proofing cement compound @ 0.126 kg/sum. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours.The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.

66.00 sqm 143.85 9494.10

88 22.7 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 opera ons:a) Applying a slurry coat of neat cement using 2.75 kg/sum. 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 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer‐in‐charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing 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 junc ons of walls and slabsc) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sum of cement admixed with water proofing compound conforming to IS : 2645 and approved by Engineer‐in‐charge.

d) Finishing the surface with 20 mm thick jointless cement mortar of mix 1:4 (1 cement :4 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer‐in‐charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep.e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer‐in‐Charge :

22.7.1 With average thickness of 120mm and minimum thickness at khurra as 65 mm. 202.00 sqm 541.50 109383.00Total of Water proofing 118877.10

118877.00

89 NSI Sub‐Head‐I : Preamble to BOQ for MV Panels

Design, Fabrication, Supply, Erection,Testing and commisioning of Powder coated Main Distribution Panel fabricated out of 14 guage CRCA sheet steel in cubical, compartmentallised, free standing floor /wall mounted, dust and vermin proof, with reinforcement of suitable size angle iron, channel, T ‐iron or flats as required. Cable gland plates shall be provided on top as well as bottom of the panels. Panels shall be treated with all anti‐corrosive process before painting as per specification. Panels shall be suitable for 415V, 3‐Phase, Four wire, 50 Hz supply complete with earth bus and lifting hooks as required in case of large panels.Approval shall be taken for each panel before fabrication. (All hardwares like nuts and bolts used shall be Galvanized and Zinc passivated)‐ REFER DETAILED SPECIFICATIONS

1 MAIN LT PANEL 1.00 Set 39620.00 39620.00a INCOMER 1 No. 63A TPN MCCB ,25KAb METERING & INDICATION wit each incommeri) 1 Sets of R,Y,B phase indicating lampsii) 1 Nos. (0‐500V) Voltmeter with VSS with 3 nos. 2A SP MCBiii) 1 Nos. (0‐200A) Ammeter with ASS with 3 nos. 63/5A CT'siv) 1 Nos. digital Multifunction Meter (V,I,P,E,F)with 3 nos.63 /5A, CL‐1 CTs, as requiredc BUS BAR:‐i) 1 Sets of 100A, TPN Aluminum bus bars with colour coded PVC sleeves.d OUTGOINGSi) 2 Nos. 32A TPN MCB (10 KA)ii) 4 Nos. 63A DP MCB (10 KA)iii) 3 Nos. 40A DP MCB (10 KA)2 MAIN MCCB BOX 1.00 Set 8010.00 8010.00a INCOMER 1 No. 63A FP MCCB ,25 KA

Total of Sub‐Head ‐ I carried to summary sheet (NSI Item) 47630.00Sub‐Head‐II : Circuit Cum Point Wiring ( DSR Items)

90 1.10 WGPVCMOD Group C

Wiring for light point/fan point/exhaust/call bell with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with modular switch modular plate suitable GI box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc.as required.

1.10.3 Group C 85.00 Point 426.00 36210.00

ELECTRICAL WORKS

Sub‐Head‐I : MV Panels



91 1.11 WGSTLMODTC

Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with 2 way modular switch modular plate suitable GI box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc.as required.

6.00 Point 453.00 2718.00

92 1.14 WGPVCSB Wiring for light/fan/call bell/exhaust fan circuit wiring alongwith earth wire with the follwing size of PVC Insulated copper conductor single core cable in surface/ recess PVC conduit as required.

a 1.14.2 2x 2.5 sqmm+ 1x 2.5 sqmm earth wire 400.00 Mtr. 81.00 32400.0093 1.14 WGPVCSB Wiring for 5 A point separate from switch board alongwith earth wire with the follwing size of

PVC Insulated copper conductor single core cable in surface/ recess PVC conduit as required.

a 1.14.2 2x 2.5 sqmm+ 1x 2.5 sqmm earth wire 100.00 Mtr. 81.00 8100.0094 1.31

LPACCMODSupplying 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 Amp modular socket outlet and 5/6 A modular type switch(both with switch board and seprate from switch board) , connections painting etc. as reqd, for Light plug point.(For light plugs to be used in non residential buildings.)

15.00 Each 160.00 2400.00

95 1.14 WGPVCSB Wiring for 15 A point alongwith earth wire with the follwing size of PVC Insulated copper conductor single core cable in surface/ recess PVC conduit as required.

a 1.14.3 2x 4 sqmm+ 1x 4 sqmm earth wire ‐ 160.00 Mtr. 97.00 15520.0096 1.32

PPACCMODSupplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 15/16 & 5/6 Amp modular socket outlet and 15/16 A modular type switch , connections painting etc. as reqd. (for power sockets)

8.00 Each 214.00 1712.00

97 1.14 WGPVCSB Wiring for SUB MAIN WIRING alongwith earth wire with the follwing size of PVC Insulated copper conductor single core cable in surface/ recess PVC conduit as required.

a 1.14.5 2x 10 sqmm+ 1x 10 sqmm earth wire 20.00 Mtr. 171.00 3420.00b 1.14.6 2x 16 sqmm+ 1x 16 sqmm earth wire 40.00 Mtr. 269.00 10760.00c 1.14.10 4x 6 sqmm+ 2x 6 sqmm earth wire 20.00 Mtr. 207.00 4140.0098 1.26 MODBPEB Supplying and fixing of modular Blanking plate on the existing modular plate & switch box

including connections but excluding modular plate etc. as reqd.10.00 Each 20.00 200.00

99 1.25 MODFREB Supplying and fixing of Stepped type electronic fan regulator on the existing modular plate & switch box including connections but excluding modular plate etc. as reqd.

22.00 Each 247.00 5434.00

100 1.27 MODGIBXCP

Supply and fixing of following size/ modules, GI box along with modular base & cover plate for modular switch/ regulator in recess, including connection as required.

a 1.27.1 1or 2 module (75mmx 75mm) for fan regulator 22.00 Each 88.00 1936.00101 1.33 CREB Supplying & fixing of 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block including

connection as required, for Exit signage.4.00 Each 19.00 76.00

102 1.38 CALLBELL Supply & fixing of Call bell/ Buzzer suitable for A.C. single phase, 230 volts complete as required 2.00 Each 26.00 52.00

103 2.64 MCBTPSOC30

Supplying and fixing 30 amps,240 volts,TPN industrial type, socket outlet, with 4 pole and earth, metal enclosed plug top along with 30 amps C series,TP,MCB, in sheet steel enclouser,on surface or in recess with chained metal cover for the socket out let and complete with connections,testing and commissioning etc. as required.

2.00 Each 1294.00 2588.00

104 2.71 DANPLMV Providing & fixing of M.V. danger notice plate of 200 mm x 150 mm, made of mild steel, at least 2 mm thick, and vitreous enamelled white on both sides, and with inscription in single red colour on front side as required.

2.00 Each 68.00 136.00

105 1.21 PVCCON Supply & fixing of following sizes of PVC conduit along with accessories in surface / recessed including cutting the wall & making good the same in case of recessed conduit as required, for conduiting in Flat and from flat to LV shaft

a 1.21.1 20 mm dia. 60.00 Mtrs. 41.00 2460.00b 1.21.2 25 mm dia. 20.00 Mtrs. 47.00 940.00c 1.21.3 32 mm dia. 20.00 Mtrs. 56.00 1120.00

106 1.19 TV cable in existing conduiting : Supply & 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 existing surface/ recessed steel/ PVC conduit as required.

100.00 Mtrs. 23.00 2300.00

107 1.24.7 MODSWEB

Supplying and fixing of modular TV antenna socket outlet on the existing Modular plate & switch including connection but excluding modular plate etc. as required.

2.00 Each 60.00 120.00

108 1.27 MODGIBXCP


a) 1.27.1 1or 2 module (75mmx 75mm) 2.00 Each 88.00 176.00Total of Sub‐Head ‐ II carried to summary sheet (DSR Item) 134918.00

Sub‐Head‐II : Circuit Cum Point Wiring ( NDSR Items)



109 NSI Providing & Fixing of 20A Moulded Plastic 3 pin Socket outlet and Top with 20A SPN MCB in a suitable size of moulded PVC box (IP44), including earthing of third pin of the socket. (Conduit & wires are paid elsewhere in BOQ)

1.00 Nos. 1260.00 1260.00

110 NSI Providing & Fixing of 20A Moulded Plastic 5 pin Socket outlet and Top with 20A TPN MCB in a suitable size of moulded PVC box (IP44), including earthing of third pin of the socket. (Conduit & wires are paid elsewhere in BOQ)

1.00 Nos. 2800.00 2800.00

111 NSI Wiring for ADDITIONAL loop light point w ith 2* 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc.as required. One additional light point will be considered for each loop.

71.00 Point 213.00 15123.00

112 NSI Supply, fixing, testing & commisssioning of 2 pair splitter boxes for RG‐6 grade TV cable 2.00 Nos. 100.00 200.00

Total of Sub‐Head ‐ II carried to summary sheet (NSI Item) 19383.00Sub‐Head‐III: Distribution Boards (DSR Items)

113 2.41 PWSPMCBDB

Supplying and fixing following way, single pole and neutral, prewired.sheet steel MCB distribution board, 240 volts, on surface/ recess, complete with loose wire box terminal blocks duly pre‐wired with suitable size FR PVC insulated copper conductor up to terminal block,tinned copper busbars, nrutral link, earth bar, dinbar, detachable gland plate , interconnections including phosphatized and powder painted including earthing etc. as required.(But without MCB/RCCB/Isolator)

2.41.6 2+12 way, Double door 3.00 Each 3959.00 11877.00114 2.42

PWTPMCBDB Supplying and fixing following way, three Pole and neutral, prewired.sheet steel MCB distribution board, 415 volts, on surface/ recess, complete with loose wire box terminal blocks duly prewired with suitable size FR PVC insulated copper conductor up to terminal block,tinned copper busbars, nrutral link, earth bar, dinbar, detachable gland plate , interconnections including phosphatized and powder painted including earthing etc. as required.(But without MCB/RCCB/Isolator)

2.42.5 4 Way(4+12), Double door 1.00 Each 5395.00 5395.00115 2.54 MCBDPIS Supplying & Fixing of following rating double pole (single phase and neutral) 240 volts, MCB

isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a 2.54.1 40 Amps 1.00 Each 166.00 166.00b 2.54.1 63 Amps 2.00 Each 196.00 392.00

116 2.55 MCBTPIS Supplying & Fixing of following rating four pole (three phase and neutral) 415 volts, MCB isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a 2.55.1 40 Amps 1.00 Each 345.00 345.00117 2.56 RCCBSPN Supplying & Fixing of following rating double pole (single phase and neutral) 240 volts, Residual

Current Circuit Breaker (RCCB), having a sensitivity current upto 100 milli‐amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a 2.56.2 40 Amps 1.00 Each 1007.00 1007.00b 2.56.3 63 Amps 2.00 Each 1343.00 2686.00

118 2.51 MCBB Supplying & fixing 5 amps to 32 amps rating 240 volts B series, Miniature Circuit Breaker osuitable for Power loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.

a 2.51.1 Single Pole 36.00 Each 86.00 3096.00

119 2.52 MCBC Supplying & fixing 5 amps to 32 amps rating 240 volts C series, Miniature Circuit Breaker osuitable for lighting loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.


120 2.53 MCBBP Supply & fixing of single pole blanking plate in the existing MCB DB complete etc. as required 3.00 Each 2.00 6.00

Total of Sub‐Head ‐ III carried to summary sheet (DSR Item) 28354.00Sub‐Head ‐IV : L.T Cables ( DSR Items)

121 Part‐II,External 1.11

MVCBSUR25

Laying & fixing of one number PVC insulated & PVC sheathed/ XLPE Aluminium conductor cable of 1.1 KV grade of size not exceeding 25sq.mm on surface as required.

60 Mtr. 31.00 1,860.00

122 PartII,External 4.1.32 MVET

Supplying & making of end terminations with brass compression gland and Al. lugs for following sizes of PVC insulated and PVC sheathed/ XLPE Al. conductor cable of 1.1 KV grade as required.

a) 4.1.33 4 x 16 sq.mm. 6 Each 196.00 1,176.00

123 PartII,External 3.1 CBTR

Fabricating and Installation of following size of perforated M.S. cable Trays including horizontal & vertical bends, reducers, tees, cross members, and other accessories as required and duly suspended from the ceiling with MS suspenders and including painting with powder coating etc. as required.

a) 3.1.2 150 mm width x 50 mm depth x 1.6 mm thickness 20 Metre 335.00 6,700.00 Total of Sub‐Head ‐ IV carried to summary sheet (DSR Item) 9,736.00



Sub‐Head‐IV: L.T Cables (Non‐ Schedule Items)124 NSI Supply of following sizes of XLPE/ PVC insulated Aluminum/ Copper conductor strip/ wire

Armoured, overall PVC sheathed 1.1 KV grade cables conforming to relevant IS code and technical specifications.

1.1 NSI XLPE insulated Al. Ar.Cablea) 4 x 16 sq.mm. 20 Metre 138.00 2,760.00 1.2 NSI PVC insulated Cu. Ar. Cablesa) 2C x 2.5 Sq.mm. 15 RM 104.00 1,560.00 a) 2C x 4 Sq.mm. 15 RM 137.00 2,055.00 b) 4C x 6 Sq.mm. 15 RM 307.00 4,605.00 125 NSI Supply and making End termination with brass Single/ Double compression gland including

providing and crimping of aluminum/copper solderless lugs/ferrules for XLPE/PVC insulated armoured power aluminum/copper conductor cables 1.1 KV grade of following sizes:

2.1 NSI Single Compression Gland for Cu. Cablea) 2C x 2.5 Sq.mm. 2 Each 85.00 170.00 b) 2C x 4 Sq.mm. 2 Each 105.00 210.00 c) 4C x 6 Sq.mm. 2 Each 225.00 450.00

Total of Sub‐Head ‐ IV carried to summary sheet (NSI Item) 11,810.00 Sub‐Head ‐ V: Supply of Light Fixtures ( Non DSR Items)

126 NSI Supply of following fans & Light fittings with Electronic Ballast (THD<10%, HF‐P), starter, control gears, lamps holder, transformer etc. as called for and flexible wires as required for fixing including providing of Lamps as required.

a Industrial batten suitable for single 1 x 28 W T5 Fluorescent luminiare including providing of 28W T5 fluorescent tube rod complete (Philips Cat. No. TMS 122/128 HF or equivalent).

51.00 Each 1153.00 58803.00

b BULK HEAD LUMINARIES. (Philips Cat No. ‐ FXC 101or equivalent) 19.00 Each 875.00 16625.00c CFL LUMINARIES for single 1 X 18W CFL. (Philips Cat No. ‐ FL 343/118) 59.00 Each 299.00 17641.00d 1200mm sweep 3 blade Ceiling fan complete with assembling of blades, down rod, shackle

insulator, canopy etc. 22.00 Each 1033.00 22726.00

e Exhaust fan 230mm 5.00 Each 930.00 4650.00Total of Sub‐Head ‐ V Light Fixtures ( NSI) 120445.00Sub‐Head‐VI: Fixing of Fan & Light Fixtures (DSR Items)

127 1.41 ITCFFSUR Installation, testing & commissioning of pre‐wired, fluorescent fitting / compact fluoroscent fitting of all type, complete with all accessories & tubes etc. directly on ceiling / wall, including connection with 1.5 sq.mm. FR PVC insulated, copper condutor, single core cable and earthing etc. as required.

130.00 Each 43.00 5590.00

128 1.45 ITCCFFC Installation, testing & commissioning of ceiling fan including wiring the down rods of standard length ( upto 30 cm) with 1.5 sq.mm FRLS PVC insulated, copper conductor, single core cable, including providing and fixing phenolic laminated sheet cover on the fan box etc. as reqd.

22.00 Each 68.00 1496.00

129 1.52 ITCEF450 Installation of Exhaust fan upto 450mm sweep in the existing opening , including making the hole to suit the size of the above fan, making good the damage connection, testing commissioning etc. as required.

5.00 Each 223.00 1115.00

Total of Sub‐Head‐VI: Fixing of Fan & Light Fixtures (DSR Items) 8201.00Sub‐Head‐ VII‐ Earthing System & Lightining conductor (DSR Items)

130 3.5 EARGIPL Earthing with G.I. earth Plate 600mm x 600mm x 6mm thick including accesssories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt ) as required.

3.00 Sets 1585.00 4755.00

131 3.8 EARCOKPL Extra for using salt and coke for G.I. Or copper plate earth electrocode as required. 3.00 Sets 1484.00 4452.00

132 3.6 EARCUPL Earthing with Cu. earth Plate 600mm x 600mm x 3mm thick including accesssories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal or coke and salt ) as required.

3.00 Sets 3263.00 9789.00


134 3.18 EARGISTSUR

Providing and fixing 25mm x 5mm GI Strip on surface or in recess for connections etc. as required. 10.00 RM 66.00 660.00

135 4.14 LCEARGIT Providing and laying 32mm x 6mm G.I. strip 90.00 Mtrs. 65.00 5850.00

136 3.19 EARGIWRSUR

Providing and fixing 6SWG dia GI Wire on surface or in recess for lop earthing as required. 50.00 Mtr 24.00 1200.00

137 3.23 EARBUS

Providing and fixing 50mm x 5mm Cu Strip on surface or in recess for connections etc. as required. 60.00 RM 665.00 39900.00

138 4.1 LCFCU Providing and fixing of lighting conductor finial,made of 25 mm dia 300 mm long,copper tube,having single prong at top,with 85 mm dia 3 mm thick copper base plate including holes etc. complete as required.

1.00 each 477.00 477.00

139 4.5 LCCUTSURH Providing and fixing of copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(for horizontal run)

60.00 RM 163.00 9780.00

140 4.6 LCCUTSURV Providing and fixing of copper tape 20 mm X 3 mm thick on parapet or surface of wall for lightning conductor complete as required.(for Vertical run)

25.00 RM 175.00 4375.00

141 4.11 LCTJCU

Providing and fixing testing joint,made of 20mm X 3mm thick copper strip,125 mm long ,with 4 nos. of tinned brass bolts,nuts,check nuts and spring washers etc. complete as required.

4.00 each 108.00 432.00



142 4.13 LCERACUT Providing and laying copper tape 32mm X 6 MM from earth electrode directly in ground as required.

30.00 RM 475.00 14250.00

Total of Sub‐Head ‐ VII carried to summary sheet (DSR Items) 100372.00Sub‐Head ‐ IX : Conduits and Wiring for Tel ( DSR Item)



144 1.18 Telephone wiring in existing conduiting : Supply & drawing following pair, 0.5 sq.mm FR PVC insulated copper conductor, unarmoured telephone cable in existing surface/ recessed steel/ PVC conduit as required.

a 1.18.2 2 pair 150.00 Mtrs. 19.00 2850.00145 1.22. MB Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable

size of phenolic sheet cover in front including painting etc. as required.

1.22.1 75 mm X 75mm X 60 mm deep 20.00 Each 55.00 1100.00146 1.24.6

MODSWEB Supplying and fixing of modular Telephone socket outlet on the existing Modular plate & switch including connection but excluding modular plate etc. as required.

5.00 Each 61.00 305.00

147 1.27 MODGIBXCP


a) 1.27.1 1or 2 module (75mmx 75mm) 5.00 Each 88.00 440.00Total of Sub‐Head ‐IX carried to summary sheet (DSR Item) 8175.00Sub‐Head ‐ IX : Conduits and Wiring for Telephones (Non Schedule Items)

148 NSI Supply, installation, testing and commissioning of following krone type tag blocks enclosed in MS enclosure of suitable size with lockable cover.10 pair Tag block 1.00 No 740.00 740.00

149 NSI Supply, laying, testing and commissioning of following size of 0.61mm dia copper conductor multi pair Armoured telephone cable as per suitable for indoor telephone wiring conforming for ITD S/WS ‐ 113 C and S/WS ‐ 114 (actual qty. may vary as per site) in existing conduit/ trench/ tray.

10 pair Ar.cable 50.00 RM 90.00 4500.00Total of Sub‐Head ‐ IX carried to summary sheet (NSI Item) 5240.00

B SUB STRUCTUREP I L E W O R K

1 20.2 Boring, providing and installing bored cast‐in‐situ reinforced cement concrete pile of specified diameter and length below the pile cap M 35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with, bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).

20.2.4 500 mm dia piles 1113.00 metre 2005.70 2232344.1020.2.5 600 mm dia piles 1166.00 metre 2640.90 3079289.40

2 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in‐charge.

20.6.3 Group of two or more piles upto 50 tonne capacity20.6.3.1 Initial test 2.00 per test 43556.20 87112.40

3 20.8 Lateral load testing of single pile in accordance with IS Code of practice IS : 2911 (Part IV) for determining safe allowable lateral load on pile :

20.8.2 Above 50 tonne and upto 100 tonne capacity pile. 2.00 per test 20907.00 41814.00

4 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering ‐ All work upto plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 11.00 cum 2449.00 26939.004.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 4.00 cum 2237.75 8951.00

5 5.9 Centring and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 291.00 sqm 119.25 34701.75NSI Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

binding all complete.NSI Thermo‐Mechanically Treated bars. 53931.00 kg 42.70 2302853.70




85.00 cum 4147.40 352529.00


grade B.M.C/ R.M.C..85.00 cum 54.55 4636.75


53931.00 kg 2.22 119726.82

Total DSR ITEM 8171171.108171171.00

Total NSI 119726.82119727.00

C EXTERNAL DEVELOPMENT

TOE‐ WALL ,SEPTIC TANK & STONE PICHING


2.6.1 All kinds of soil 66.00 cum 101.85 6722.102 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring

and shuttering ‐ All work upto plinth level :3 4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 7.00 cum 2449.00 17143.004 5.9 Centring and shuttering including strutting, propping etc. and removal of form for :

5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. 132.00 sqm 180.40 23812.80

5.9.3 Suspended floors, roofs, landings, balconies and access platform. 42.00 sqm 187.35 7868.70


25.00 cum 4147.40 103685.00

5.34 Add or deduct for providing richer or leaner mixes respectively at all floor levels.5.34.1 Providing M‐30 grade concrete by using 420kg of cement per cum of concrete instead of M‐25 25.00 cum 54.55 1363.75

7 6.4 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 6.00 cum 2430.25 14581.50

8 16.11 Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. 504.00 sqm 211.10 106394.40

281571.25281571.00

Drainage 9 19.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ 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 20.00 metre 105.90 2,118.00 19.1.2 150 mm diameter 45.00 metre 151.65 6,824.25

10 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. pipes including bed concrete as per standard design:

19.2.1 100 mm diameter S.W. pipe 20.00 metre 331.20 6,624.00 19.2.2 150 mm diameter S.W. pipe 45.00 metre 405.05 18,227.25

11 19.4 Providing and fixing square‐mouth S.W. gully trap grade 'A'’ 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 :

19.4.2 150 x 100 mm size P type.19.4.2.1 With F.P.S. bricks class designation 75 4.00 each 961.95 3,847.80



12 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) finished with 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 with 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) :

19.7.1.1 With F.P.S. bricks with class designation 75 2.00 each 5383.70 10,767.40 19.7.2 Inside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm

internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) :

19.7.2.1 With F.P.S. bricks class designation 75 1.00 each 11882.20 11,882.20 13 19.8 Extra for depth for manholes

19.8.2 Size 120x90 cm19.8.2.1 With F.P.S. bricks class designation 75 0.75 metre 3179.95 2,384.96

14 19.16 Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910 on 12mm dia steel bar conforming to IS : 1786 having minimum cross section as 23 mmx25mm and over all minimum length 263 mm and width as 165mm 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.

10.00 each 182.40 1,824.00

15 19.27 Constructing brick masonry road gully chamber 50x45x60 cm with bricks of class designation 75 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame complete as per standard design :

19.27.1 With F.P.S. bricks 4.00 each 2248.35 8,993.40 16 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with

bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.

19.32.1 With F.P.S. bricks 1.00 each 9938.60 9,938.60 Total of Drainage 83,431.86

83432.00MISC‐BORE WELL

17 NSI Drilling tube well bore in all kinds soil including rocks and hard boulder etc. up to the required depth & cavity including the cost of supplying, providing & fixing M.S. blind casing of size 175mm B class. Its erections, assembling carriage and dismembering after completion of work taking back and including clearance of site complete as per the direction of Engineer‐in‐charge.

75.00 Metre 3117.00 233775.00

18 NSI Development of tube well to stablization with suitable air compressor (rating 450 ‐ 600 cfm) till discharge is free from sand / silt particles including quality of water as per direction of Engineer ‐ in ‐ charge and as per ISI specification and requirement.

1.00 Job 5000.00 5000.00

19 NSI Cashing Shoo Stainless Steel size 175mm 1.00 Each 5000.00 5000.0020 NSI

Providing & fixing 200 mm dia sealing cap 135mm height and 6mm thick with locking arrangmentof approved design to prevent foreign matter getting into the bore hole including applying priminganti corrosive paint of approved quality as per the direction of Engineer‐in‐charge.

1.00 Each 500.00 500.00



21 NSI Providing Submersible non‐clog Tube well Pumps, single/multiple stage, centrifugal , 415 volts , 50 cycles AC supply , with of the following specifications:(3 Phase motor) and required length of water proof cables.

1.00 Each 40000.00 40000.00

Discharge: 7500 ‐ 10,000 cum / hrHead : 30meter (Approx.)HP : 7.5hp Or As required. (to be finally calculated and desided by vander)Casing : Aluminium alloy /C.IImpeller : BronzeShaft : Chrome steel

22 NSI 1 Nos. Star‐Delta starter for above mentioned pupmps with suitable rating of Power contactor and O/L Relay with Inbuilt single phase preventer

1.00 Each 7000.00 7000.00

2 NO+2 NC contacts shall also be provided for remote operationIndication/metering1 set of ON/OFF Push Button1 No. Analog Ammeter (0‐60A) with ASS1 No. Analog Voltmeter (0‐500V) with VSS3 nos 60/5A Class 1.0, 10 VA Burden CT's for metering 1 set of ON/OFF/TRIP indicating lamps along with 2A SP MCB backup protection.

23 NSI Supply, Receiving, storing, laying, making proper connections, testing and commissioning of the following sizes of 1.1 KV grade XLPE insulated armoured conductor multi stranded, Power Cables from starter panel to motor including clamping as required, as per technical specifications / details.

4C x 6 Sqmm 80.00 M 150.00 12000.0024 NSI Providing & fixing M.S. clamps 1.00 Nos. 400.00 400.0025 NSI Supplying and packing the annular space in between pipe and bore with pea gravel of required size

5mm to 20mm of approved quality as per the direction of Engineer‐in‐charge.6.00 Cum 1346.00 8076.00

TOTAL of Bore well ‐ NSI 311751.00Sub‐Head‐III : DG SETS ( Non ‐ DSR Items)DG SETS ‐ REFER DETAILED SPECIFICATIONS FOR DG SETS(General Specifications for Electrical Works, PART ‐VII DG SETS,2006,CPWD Document.)

26 NSI Supply,Installation, testing & Commissioning of 15 KVA Silent DG set comprising of SuitableEngine coupled to 220V 15KVA Stamford make alternator both mounted on common Base frame with other standard accessories i.e. Fuel tank, Batteries with leads.

2.00 Sets 385597.00 771,194.00

27 NSI Supply, Installation, testing & Commissioning of AMF Panel suitable for 15KVA DG Set 2.00 Sets 48,161.00 96,322.00 867,516.00 Total of Sub‐Head ‐ III carried to summary sheet ( NSI Items)







38800.00

SUMMARY OF COST

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT KHULNA DISTT. NORTH 24 PARGANAS, WEST BENGAL

S.No. DEScription of Item AMOUNT DSR AMOUNT NSIA SUPER STRUCTURE

CIVIL1 EARTH WORK 520378.002 CONCRETE WORK 579872.003 R.C.C. WORK 5397318.00 171886.004 Brick work 508656.005 Marble Work 12703.006 Wood Work 15566.007 Steel Work 240256.008 Flooring 356626.009 Roofing 15931.0010 Finishing 360551.0011 Sanitary Instalation 103385.0012 Water supply 79425.0013 Aluminium Work 156844.00 372918.0014 Water proofing 118877.00

8466388.00 544804.00Add extra for Cost Index on DSR‐Items @66% 5587816.08

14054204.08 544804.00Total CIVIL 14599008.08

14599008.00ELECTRICAL 289756.00 204508.00Add extra for Cost Index on DSR‐Items @66% 191238.96


TOTAL SUPER STRUCTURE 15284510.96COST PER SQM 22055.57 22056.00

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT KHULNA DISTT. NORTH 24 PARGANAS, WEST BENGALABSTRACT OF COST

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT KHULNA DISTT. NORTH 24 PARGANAS, WEST BENGALABSTRACT OF COST

B SUB STRUCTURE PILE WORK 5862549.42 86963.00Add extra for Cost Index on DSR‐Items @66% 3869282.61



C External Development

Toe WALL , Stone Piching& Septic Tank 281571.00Drainage 83432.00Bore Well 311751.00D.G.Set 867516.00Total 365003.00 1179267.00Add extra for Cost Index on DSR‐Items @66% 240901.98

605904.98 1179267.00Total External 1785171.98





2.3.1 All kinds of soil 1883.00 cum 99.45 187264.352 2.4 Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in

layers not exceeding 20 cm in depth.‐1883.00 cum 1.75 ‐3295.25


2.6.1 All kinds of soil 34.00 cum 101.85 3462.904 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to

give at least 95% of the maximum dry density (proctor density).1883.00 cum 4.50 8473.50




167.00 cum 301.50 50350.50


1883.00 cum 144.05 271246.15


C O N C R E T E W O R K8 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centring and shuttering ‐ All work upto plinth level :




4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 42.00 cum 3257.45 136812.904.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 66.00 cum 2449.00 161634.004.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 112.00 cum 2237.75 250628.004.1.11 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 13.70 cum 2079.60 28490.52


16.00 sqm 144.15 2306.40











384.60 cum 4147.40 1595090.04


grade B.M.C/ R.M.C..384.60 cum 54.55 20979.93

15 NSI Extra for providing corrosion resistant steel bar confirming to IS‐1786 Fe 500 D of TATA/SAIL make instead of Thermo‐Mechanically Treated bars.

77426.00 kg 2.22 171885.72

Total of RCC 5397317.615397318.00

Total NSI 171885.72171886.00

B R I C K W O R K16 6.4 Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto

floor V level in all shapes and sizes in :6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) 193.00 cum 2430.25 469038.25


6.13.2 Cement mortar 1:4 (1 cement :4 coarse sand) 113.00 sqm 302.80 34216.4018 6.15 Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of

half brick masonry (with F.P.S. bricks).113.00 sqm 47.8 5401.40










2.00 each 151.00 302.00





9.96.1 300x16 mm 19.00 each 158.50 3011.5024 9.97 Providing and fixing aluminium tower bolts ISI marked anodised (anodic coating not less than

grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade with necessary screws etc. complete :

9.97.1 300x10 mm 8.00 each 71.45 571.60



9.97.2 250x10 mm 15.00 each 62.20 933.009.97.4 150x10 mm 50.00 each 42.75 2137.50




9.101.1 Single rubber stopper 15.00 each 19.05 285.7527 9.102 Providing and fixing aluminium casement stays ISI marked anodised (anodic coating not less

than grade AC 10 as per IS : 1868) transparent or dyed to required colour and shade with necessary screws etc. complete.

20.00 each 47.55 951.00



internal dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard drawing.

22.00 each 81.20 1786.40


10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. 4520.00 kg 51.20 231424.0030 10.26 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony

railing and staircase railing including applying a priming coat of approved steel primer.


240256.00



F L O O R I N G31 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished

with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete.



163.00 sqm 286.55 46707.65





153.00 sqm 556.60 85159.80


45.00 sqm 759.90 34195.50


R O O F I N G37 12.21 Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone

aggregate 10mm and down gauge) including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :

12.21.1 In 75x75mm deep chase 60.00 metre 67.35 4041.00



38 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1mx1mx400micron, finished with 12mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement rounding the edge sand making and finishing the outlet complete.

5.00 each 108.00 540.00


12.41.2 110 mm diameter 49.00 metre 163.40 8006.6040 12.42 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.




15931.00F I N I S H I N G





472.50 sqm 111.15 52518.38





270.00 sqm 16.8 4536.00



shade13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sum. over and including base coat of

water proofing cement paint applied @ 2.20 kg/ 10 sum).855.00 sqm 60.10 51385.50


SANITARY INSTALLATION50 17.1 Providing & fixing of water closet squatting pan (indian type w.c.pan) with 100mm sand cast

iron P or S trap, 10 liter low level white p.v.c. flushing cistern with manually controlled device (handle lever)conforming to IS:7231,with all fittings and fixtures comlete including cutting and making good the walls and floors wherever required:


6 Each 2304.65 13,827.90


17.3.1 W.C pan with ISI marked white solid plastic seat and lid 2 Each 3,282.95 6,565.90 52 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin

of 430x260x350mm and 340x410x265mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :

17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. 2 each 3393.60 6,787.20 53 17.7 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 :














61 17.40 Providing and fixing heel rest sanitary bend



17.40.1 100 mm dia17.40.1.1 Sand cast iron S&S as per IS ‐ 1729 2 each 244.50 489.00 17.40.2 75 mm17.40.2.1 Sand cast iron S&S as per IS ‐ 1729 2 each 204.20 408.40






17.58.1 100 mm 25 each 126.50 3,162.50 17.58.2 75 mm 18 each 107.80 1,940.40











6 Each 329.50 1,977.00


Water supply70 18.10 Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and

making good the walls etc.Internal work ‐ Exposed on wall








75 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :



18.21.2 45 cm length18.21.2.1 15 mm nominal bore 32 each 44.75 1,432.00




18.41.4 32 mm diameter pipe 20 metre 23.40 468.00 78 18.46 Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making

long screws etc. complete (New work) 18.46.1 15 mm nominal bore 10 each 75.90 759.00 18.46.2 20 mm nominal bore 8 each 96.80 774.40 18.46.3 25 mm nominal bore 5 each 107.25 536.25 18.46.4 32 mm nominal 4 each 123.55 494.20


18.51.1 15 mm nominal bore 14 Each 253.95 3,555.30 80 18.53 Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality

conforming to IS:893118.53.1 15 mm nominal bore 23 each 347.65 7,995.95

81 18.65 Providing & fixing PTMT soap dish Holder having length of 138mm,breadth 102mm, height of 75m 4 Each 133.30 533.20 82 NSI (Derived

from DSR‐18.12.8)


50 metre 458.15 22,907.50


ALUMINIUM WORK



83 21.1 Providing and fixing aluminium 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer‐in‐charge. (Glazing and panelling to be paid for separately) :





230.58 kg 310.45 71583.56



38.00 sqm 776.05 29489.90




47.00 kg 303.90 14283.30




683.00 KG 546.00 372918.00







66.00 sqm 143.85 9494.10

89 22.7 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 opera ons:a) Applying a slurry coat of neat cement using 2.75 kg/sum. 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 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer‐in‐charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing 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 slabsc) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sum of cement admixed with water proofing compound conforming to IS : 2645 and approved by





118877.00






Total of Sub‐Head ‐ I carried to summary sheet (NSI Item) 47630.00

ELECTRICAL WORKS




Sub‐Head‐II : Circuit Cum Point Wiring ( DSR Items)91 1.10

WGPVCMOD Group C


1.10.3 Group C 85.00 Point 426.00 36210.0092 1.11

WGSTLMODTC Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with 2 way modular switch modular plate suitable GI box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc.as required.

6.00 Point 453.00 2718.00






15.00 Each 160.00 2400.00




8.00 Each 214.00 1712.00


a 1.14.5 2x 10 sqmm+ 1x 10 sqmm earth wire 20.00 Mtr. 171.00 3420.00



b 1.14.6 2x 16 sqmm+ 1x 16 sqmm earth wire 40.00 Mtr. 269.00 10760.00c 1.14.10 4x 6 sqmm+ 2x 6 sqmm earth wire 20.00 Mtr. 207.00 4140.0099 1.26 MODBPEB Supplying and fixing of modular Blanking plate on the existing modular plate & switch box



22.00 Each 247.00 5434.00

101 1.27 MODGIBXCP


a 1.27.1 1or 2 module (75mmx 75mm) for fan regulator 22.00 Each 88.00 1936.00102 1.33 CREB Supplying & fixing of 3 pin, 5 amp ceiling rose on the existing junction box/ wooden block

including connection as required, for Exit signage.4.00 Each 19.00 76.00

103 1.38 CALLBELL Supply & fixing of Call bell/ Buzzer suitable for A.C. single phase, 230 volts complete as required

2.00 Each 26.00 52.00

104 2.64 MCBTPSOC30


2.00 Each 1294.00 2588.00


2.00 Each 68.00 136.00




100.00 Mtrs. 23.00 2300.00

108 1.24.7 MODSWEB


2.00 Each 60.00 120.00

109 1.27 MODGIBXCP





Sub‐Head‐II : Circuit Cum Point Wiring ( NDSR Items)110 NSI Providing & Fixing of 20A Moulded Plastic 3 pin Socket outlet and Top with 20A SPN MCB in a

suitable size of moulded PVC box (IP44), including earthing of third pin of the socket. (Conduit & wires are paid elsewhere in BOQ)

1.00 Nos. 1260.00 1260.00


1.00 Nos. 2800.00 2800.00


71.00 Point 213.00 15123.00



114 2.41 PWSPMCBDB








a 2.54.1 40 Amps 1.00 Each 166.00 166.00b 2.54.1 63 Amps 2.00 Each 196.00 392.00117 2.55 MCBTPIS Supplying & Fixing of following rating four pole (three phase and neutral) 415 volts, MCB




a 2.56.2 40 Amps 1.00 Each 1007.00 1007.00b 2.56.3 63 Amps 2.00 Each 1343.00 2686.00119 2.51 MCBB Supplying & fixing 5 amps to 32 amps rating 240 volts B series, Miniature Circuit Breaker

osuitable for Power loads of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.







MVCBSUR25


60 Mtr. 31.00 1,860.00





a) 4.1.33 4 x 16 sq.mm. 6 Each 196.00 1,176.00



a) 3.1.2 150 mm width x 50 mm depth x 1.6 mm thickness 20 Metre 335.00 6,700.00 Total of Sub‐Head ‐ IV carried to summary sheet (DSR Item) 9,736.00 Sub‐Head‐IV: L.T Cables (Non‐ Schedule Items)

125 NSI Supply of following sizes of XLPE/ PVC insulated Aluminum/ Copper conductor strip/ wire Armoured, overall PVC sheathed 1.1 KV grade cables conforming to relevant IS code and technical specifications.







127 NSI Supply of following fans & Light fittings with Electronic Ballast (THD<10%, HF‐P) , starter, control gears, lamps holder, transformer etc. as called for and flexible wires as required for fixing including providing of Lamps as required.


51.00 Each 1153.00 58803.00





130.00 Each 43.00 5590.00


22.00 Each 68.00 1496.00


5.00 Each 223.00 1115.00



3.00 Sets 1585.00 4755.00





3.00 Sets 3263.00 9789.00


135 3.18 EARGISTSUR

Providing and fixing 25mm x 5mm GI Strip on surface or in recess for connections etc. as required.

10.00 RM 66.00 660.00


137 3.19 EARGIWRSUR


138 3.23 EARBUS

Providing and fixing 50mm x 5mm Cu Strip on surface or in recess for connections etc. as required.

60.00 RM 665.00 39900.00


1.00 each 477.00 477.00


60.00 RM 163.00 9780.00


25.00 RM 175.00 4375.00

142 4.11 LCTJCU


4.00 each 108.00 432.00


30.00 RM 475.00 14250.00







a 1.18.2 2 pair 150.00 Mtrs. 19.00 2850.00146 1.22. MB Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with

suitable size of phenolic sheet cover in front including painting etc. as required.



5.00 Each 61.00 305.00

148 1.27 MODGIBXCP




150 NSI Supply, laying, testing and commissioning of following size of 0.61mm dia copper conductor multi pair Armoured telephone cable as per suitable for indoor telephone wiring conforming for ITD S/WS ‐ 113 C and S/WS ‐ 114 (actual qty. may vary as per site) in existing conduit/ trench/ tray.10 pair Ar.cable 50.00 RM 90.00 4500.00Total of Sub‐Head ‐ IX carried to summary sheet (NSI Item) 5240.00









20.8.2 Above 50 tonne and upto 100 tonne capacity pile. 2.00 per test 20907.00 41814.004 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centring and shuttering ‐ All work upto plinth level :4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 7.00 cum 2449.00 17143.004.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 6.00 cum 2237.75 13426.50

5 5.9 Centring and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 284.98 sqm 119.25 33983.87

6 5.22 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

5.22.6 Thermo‐Mechanically Treated bars. 39172.50 kg 42.70 1672665.75




67.00 cum 4147.40 277875.80


grade B.M.C/ R.M.C..67.00 cum 54.55 3654.85


39172.50 kg 2.22 86962.95

Total DSR ITEM 5862549.425862549.00

Total NSI 86962.9586963.00

C EXTERNAL DEVELOPMENTTOE‐ WALL ,SEPTIC TANK & STONE PICHING


2.6.1 All kinds of soil 66.00 cum 101.85 6722.102 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of

centring and shuttering ‐ All work upto plinth level :3 4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 7.00 cum 2449.00 17143.004 5.9 Centring and shuttering including strutting, propping etc. and removal of form for :






25.00 cum 4147.40 103685.00





281571.25281571.00

Drainage 9 19.1 Providing, laying and jointing glazed stoneware pipes grade ‘A’ with stiff mixture of cement

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















10.00 each 182.40 1,824.00




19.27.1 With F.P.S. bricks 4.00 each 2248.35 8,993.40 16 19.32 Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft

with bricks of class designation 75 and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design.


83432.00

MISC‐BORE WELL17 NSI Drilling tube well bore in all kinds soil including rocks and hard boulder etc. up to the required

depth & cavity including the cost of supplying, providing & fixing M.S. blind casing of size 175mm B class. Its erections, assembling carriage and dismembering after completion of work taking back and including clearance of site complete as per the direction of Engineer‐in‐charge.

75.00 Metre 3117.00 233775.00


1.00 Job 5000.00 5000.00

19 NSI Cashing Shoo Stainless Steel size 175mm 1.00 Each 5000.00 5000.0020 NSI Providing & fixing 200 mm dia sealing cap 135mm height and 6mm thick with locking

arrangment of approved design to prevent foreign matter getting into the bore hole includingapplying priming anti corrosive paint of approved quality as per the direction of Engineer‐in‐charge.

1.00 Each 500.00 500.00


1.00 Each 40000.00 40000.00



1.00 Each 7000.00 7000.00

2 NO+2 NC contacts shall also be provided for remote operation



Indication/metering1 set of ON/OFF Push Button1 No. Analog Ammeter (0‐60A) with ASS1 No. Analog Voltmeter (0‐500V) with VSS3 nos 60/5A Class 1.0, 10 VA Burden CT's for metering 1 set of ON/OFF/TRIP indicating lamps along with 2A SP MCB backup protection.

23 NSI Supply, Receiving, storing, laying, making proper connections, testing and commissioning of the following sizes of 1.1 KV grade XLPE insulated armoured conductor multi stranded, Power Cables from starter panel to motor including clamping as required, as per technical specifications / details. 4C x 6 Sqmm 80.00 M 150.00 12000.00

24 NSI Providing & fixing M.S. clamps 1.00 Nos. 400.00 400.0025 NSI Supplying and packing the annular space in between pipe and bore with pea gravel of required

size 5mm to 20mm of approved quality as per the direction of Engineer‐in‐charge.6.00 Cum 1346.00 8076.00

TOTAL of Bore well ‐ NSI 311751.00



Sub‐Head‐III : DG SETS ( Non ‐ DSR Items)DG SETS ‐ REFER DETAILED SPECIFICATIONS FOR DG SETS(General Specifications for Electrical Works, PART ‐VII DG SETS,2006,CPWD Document.)


2.00 Sets 385597.00 771,194.00








43082.00

SUMMARY OF COST

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT LOWKHALI DISTT. NORTH 24 PARGANAS, WEST BENGAL

S.NO. DEScription of Item AMOUNT DSR AMOUNT NSI



8466386.00 544804.00Add extra for Cost Index on DSR‐Items @ 66% 5587814.76

14054200.76 544804.00Total CIVIL 14599004.76

14599005.00ELECTRICAL 286660.00 204508.00Add extra for Cost Index on DSR‐Items @ 66% 189195.60


TOTAL SUPER STRUCTURE 15279368.60Covered Area 693.00 SqmCOST PER SQM 22048.15 22048.00


B SUB STRUCTURE PILE WORK 7637582.00 112827.00Add extra for Cost Index on DSR‐Items @ 66% 5040804.12



C External DevelopmentToe WALL , Stone Piching& Septic Tank 281571.00Drainage 83432.00Bore Well 311751.00D.G.Set 867516.00Total 365003.00 1179267.00Add extra for Cost Index on DSR‐Items @ 66% 240901.98

605904.98 1179267.00Total External 1785171.98








2.6.1 All kinds of soil 34.00 cum 101.85 3462.904 16.2 Extra for compaction of earth work in embankment under optimum moisture conditions to give

at least 95% of the maximum dry density (proctor density).1883.00 cum 4.50 8473.50




167.00 cum 301.50 50350.50


1883.00 cum 144.05 271246.15



centring and shuttering ‐ All work upto plinth level :4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 42.00 cum 3257.45 136812.904.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 66.00 cum 2449.00 161634.004.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 112.00 cum 2237.75 250628.004.1.11 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 13.70 cum 2079.60 28490.52

9 4.10 Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size

16.00 sqm 144.15 2306.40












384.60 cum 4147.40 1595090.04


grade B.M.C/ R.M.C..384.60 cum 54.55 20979.93


77426.00 kg 2.22 171885.72



Total of RCC 5397317.615397318.00

Total NSI 171885.72171886.00













2.00 each 151.00 302.00


W O O D W O R K21 9.71 Providing and fixing IS : 12817 marked stainless steel butt hinges (heavy weight) with stainless steel

screws etc. complete 9.71.1 125x64x2.50 mm 69.00 each 54.15 3736.35



9.71.2 100x60x2.50 mm 24.00 each 40.10 962.409.71.3 75x50x2.50 mm 8.00 each 28.75 230.00




9.97.1 300x10 mm 8.00 each 71.45 571.609.97.2 250x10 mm 15.00 each 62.20 933.009.97.4 150x10 mm 50.00 each 42.75 2137.50






20.00 each 47.55 951.00


STEEL WORK 27 10.18 Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp of internal

dia 140mm, 73mm height, top lid of 1.5mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3mm dia. round headed screws, one lock at the corners. Clamp shall be made of 12mm dia M.S. bar bent to shape as per standard drawing

22.00 each 81.20 1786.40







240256.00F L O O R I N G

30 11.3 Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost of nosing of steps etc. complete



163.00 sqm 286.55 46707.65

32 11.6 Cement plaster skirting (upto 30 cm height) with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cemen

11.6.1 18 mm thick. 35.00 sqm 168.50 5897.5033 11.8 Extra for making chequers of approved pattern on cement concrete floors, steps, landing, pavements

etc.896.00 sqm 13.15 11782.40


153.00 sqm 556.60 85159.80


45.00 sqm 759.90 34195.50








5.00 each 108.00 540.00







15931.00F I N I S H I N G





472.50 sqm 111.15 52518.38



270.00 sqm 16.8 4536.00


13.41.1 New work (two or more coats) over and including priming coat with cement primer. 1686.00 sqm 41.55 70053.30



48 13.47 Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade

13.47.1 New work (Two or more coats applied @ 1.43 ltr/ 10 sum. over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sum).

855.00 sqm 60.10 51385.50





6 Each 2304.65 13,827.90




17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. 2 each 3393.60 6,787.20 52 17.7 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 :














60 17.40 Providing and fixing heel rest sanitary bend17.40.1 100 mm dia17.40.1.1 Sand cast iron S&S as per IS ‐ 1729 2 each 244.50 489.00 17.40.2 75 mm17.40.2.1 Sand cast iron S&S as per IS ‐ 1729 2 each 204.20 408.40








17.58.1 100 mm 25 each 126.50 3,162.50 17.58.2 75 mm 18 each 107.80 1,940.40









6 Each 329.50 1,977.00













74 18.21 Providing and fixing uplasticised PVC connection pipe with brass unions :18.21.2 45 cm length18.21.2.1 15 mm nominal bore 32 each 44.75 1,432.00










from DSR‐18.12.8)


50 metre 458.15 22,907.50




ALUMINIUM WORK82 21.1 Providing and fixing aluminium 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, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer‐in‐charge. (Glazing and panelling to be paid for separately) :





230.58 kg 310.45 71583.56



38.00 sqm 776.05 29489.90




47.00 kg 303.90 14283.30




683.00 KG 546.00 372918.00







66.00 sqm 143.85 9494.10

88 22.7 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 opera ons:a) Applying a slurry coat of neat cement using 2.75 kg/sum. 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 300mm height including cleaning the surface before treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer‐in‐charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing 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 slabsc) After two days of proper curing applying a second coat of cement slurry using 2.75kg/ sum of cement admixed with water proofing compound conforming to IS : 2645 and approved by d) Finishing the surface with 20 mm thick 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‐charge including laying glass fibre cloth of approved quality in top layer of plaster and finally finishing the surface with trowel with neat cement slurry and making pattern of 300x300 mm square 3mm deep.e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test. All above operations to be done in order and as directed and specified by the Engineer‐in‐Charge :


118877.00






Total of Sub‐Head ‐ I carried to summary sheet (NSI Item) 47630.00Sub‐Head‐II : Circuit Cum Point Wiring ( DSR Items)

90 1.10 WGPVCMOD Group C


1.10.3 Group C 85.00 Point 426.00 36210.00

ELECTRICAL WORKS




91 1.11 WGSTLMODTC

Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit with 2 way modular switch modular plate suitable GI box and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc.as required.

6.00 Point 453.00 2718.00





LPACCMODSupplying 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 Amp modular socket outlet and 5/6 A modular type switch(both with switch board and seprate from switch board), connections painting etc. as reqd, for Light plug point.(For light plugs to be used in non residential buildings.)

15.00 Each 160.00 2400.00



PPACCMODSupplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin 15/16 & 5/6 Amp modular socket outlet and 15/16 A modular type switch, connections painting etc. as reqd. (for power sockets)

8.00 Each 214.00 1712.00


a 1.14.5 2x 10 sqmm+ 1x 10 sqmm earth wire 20.00 Mtr. 171.00 3420.00b 1.14.6 2x 16 sqmm+ 1x 16 sqmm earth wire 40.00 Mtr. 269.00 10760.00c 1.14.10 4x 6 sqmm+ 2x 6 sqmm earth wire 20.00 Mtr. 207.00 4140.0098 1.26 MODBPEB Supplying and fixing of modular Blanking plate on the existing modular plate & switch box



22.00 Each 247.00 5434.00

100 1.27 MODGIBXCP







2.00 Each 26.00 52.00

103 2.64 MCBTPSOC30


2.00 Each 1294.00 2588.00


2.00 Each 68.00 136.00



106 1.19 TV cable in existing conduiting: Supply & 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 existing surface/ recessed steel/ PVC conduit as required.

100.00 Mtrs. 23.00 2300.00

107 1.24.7 MODSWEB


2.00 Each 60.00 120.00

108 1.27 MODGIBXCP





1.00 Nos. 1260.00 1260.00


1.00 Nos. 2800.00 2800.00

111 NSI Wiring for ADDITIONAL loop light point with 2* 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit and earthing the point with 1.5 sq.mm FR PVC insulated copper conductor single core cable etc.as required. One additional light point will be considered for each loop.

71.00 Point 213.00 15123.00





113 2.41 PWSPMCBDB




















MVCBSUR25


60 Mtr. 31.00 1,860.00



a) 4.1.33 4 x 16 sq.mm. 6 Each 196.00 1,176.00











126 NSI Supply of following fans & Light fittings with Electronic Ballast (THD<10%, HF‐P), starter, control gears, lamps holder, transformer etc. as called for and flexible wires as required for fixing including providing of Lamps as required.


51.00 Each 1153.00 58803.00





130.00 Each 43.00 5590.00


22.00 Each 68.00 1496.00


5.00 Each 223.00 1115.00



3.00 Sets 1585.00 4755.00





3.00 Sets 3263.00 9789.00


134 3.18 EARGISTSUR


10.00 RM 66.00 660.00


136 3.19 EARGIWRSUR


137 3.23 EARBUS


60.00 RM 665.00 39900.00


1.00 each 477.00 477.00


60.00 RM 163.00 9780.00


25.00 RM 175.00 4375.00

141 4.11 LCTJCU


4.00 each 108.00 432.00


30.00 RM 475.00 14250.00




144 1.18 Telephone wiring in existing conduiting: Supply & drawing following pair, 0.5 sq.mm FR PVC insulated copper conductor, unarmoured telephone cable in existing surface/ recessed steel/ PVC conduit as required.

a 1.18.2 2 pair 150.00 Mtrs. 19.00 2850.00



145 1.22. MB Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic sheet cover in front including painting etc. as required.



5.00 Each 61.00 305.00

147 1.27 MODGIBXCP









20.6.3 Group of two or more piles upto 50 tonne capacity



20.6.3.1 Initial test 2.00 per test 43556.20 87112.40


20.8.2 Above 50 tonne and upto 100 tonne capacity pile. 2.00 per test 20907.00 41814.00

4 4.1 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering ‐ All work upto plinth level :

4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 11.00 cum 2449.00 26939.004.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 4.00 cum 2237.75 8951.00

5 5.9 Centring and shuttering including strutting, propping etc. and removal of form for :5.9.1 Foundations, footings, bases of columns, etc. for mass concrete. 291.00 sqm 119.25 34701.75NSI Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and

binding all complete.NSI Thermo‐Mechanically Treated bars. 50823.00 kg 42.70 2170142.10


85.00 cum 4147.40 352529.00


grade B.M.C/ R.M.C..85.00 cum 54.55 4636.75


50823.00 kg 2.22 112827.06

Total DSR ITEM 7637581.507637582.00

Total NSI 112827.06112827.00

C EXTERNAL DEVELOPMENT

TOE‐ WALL ,SEPTIC TANK & STONE PICHING









25.00 cum 4147.40 103685.00





281571.25281571.00







10.00 each 182.40 1,824.00





83432.00MISC‐BORE WELL

17 NSI Drilling tube well bore in all kinds soil including rocks and hard boulder etc. up to the required depth & cavity including the cost of supplying, providing & fixing M.S. blind casing of size 175mm B class. Its erections, assembling carriage and dismembering after completion of work taking back and including clearance of site complete as per the direction of Engineer‐in‐charge.

75.00 Metre 3117.00 233775.00


1.00 Job 5000.00 5000.00



1.00 Each 500.00 500.00




1.00 Each 40000.00 40000.00



1.00 Each 7000.00 7000.00

2 NO+2 NC contacts shall also be provided for remote operationIndication/metering1 set of ON/OFF Push Button1 No. Analog Ammeter (0‐60A) with ASS1 No. Analog Voltmeter (0‐500V) with VSS3 nos 60/5A Class 1.0, 10 VA Burden CT's for metering 1 set of ON/OFF/TRIP indicating lamps along with 2A SP MCB backup protection.




TOTAL of Bore well ‐ NSI 311751.00Sub‐Head‐III : DG SETS ( Non ‐ DSR Items)DG SETS ‐ REFER DETAILED SPECIFICATIONS FOR DG SETS(General Specifications for Electrical Works, PART ‐VII DG SETS,2006,CPWD Document.)


2.00 Sets 385597.00 771,194.00








33610.00

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT AMTELIA DISTT. EAST MEDINIPUR, WEST BENGAL

SUMMARY OF COST

S.No. Description of ItemAMOUNT DSR AMOUNT NSI




14054200.76 544804.00Total CIVIL 14599004.76Say 14599005.00ELECTRICAL 289756.00 204508.00Add extra for Cost Index on DSR‐Items @66% 191238.96

480994.96 204508.00Total Electrical 685502.96Covered Area 693.00 SqmTOTAL SUPER STRUCTURE 15284507.96COST PER SQM 22055.57 22056.00

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT AMTELIA DISTT. EASTABSTRACT OF COST

As per DSR'07

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT AMTELIA DISTT. EASTABSTRACT OF COST


6162764.92 59385.00TOTAL SUB STRUCTURE 6222149.92Covered Area 693.00 SqmCOST PER SQM 8978.57 8979.00



605904.98 1179267.00Total External 1785171.98Area For Development 951 SqmCost Per Sqm 1877.15 1877.00

S. No.Item Code DSR‐07 CIVIL WORK Qty. Unit DSR Rate Amount











167.00 cum 301.50 50350.50


1883.00 cum 144.05 271246.15



centring and shuttering ‐ All work upto plinth level :




4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 42.00 cum 3257.45 136812.904.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 66.00 cum 2449.00 161634.004.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 112.00 cum 2237.75 250628.004.1.11 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 13.70 cum 2079.60 28490.52


16.00 sqm 144.15 2306.40











384.60 cum 4147.40 1595090.04


grade B.M.C/ R.M.C..384.60 cum 54.55 20979.93


77426.00 kg 2.22 171885.72

Total of RCC 5397317.615397318.00

Total NSI 171885.72171886.00















2.00 each 151.00 302.00







9.97.1 300x10 mm 8.00 each 71.45 571.60



9.97.2 250x10 mm 15.00 each 62.20 933.009.97.4 150x10 mm 50.00 each 42.75 2137.50






20.00 each 47.55 951.00




22.00 each 81.20 1786.40





240256.00







163.00 sqm 286.55 46707.65





153.00 sqm 556.60 85159.80


45.00 sqm 759.90 34195.50








5.00 each 108.00 540.00







15931.00F I N I S H I N G





472.50 sqm 111.15 52518.38





270.00 sqm 16.8 4536.00









6 Each 2304.65 13,827.90




17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. 2 each 3393.60 6,787.20 53 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P.










17.58.1 100 mm 25 each 126.50 3,162.50 17.58.2 75 mm 18 each 107.80 1,940.40











6 Each 329.50 1,977.00
























from DSR‐18.12.8)


50 metre 458.15 22,907.50


ALUMINIUM WORK








230.58 kg 310.45 71583.56



38.00 sqm 776.05 29489.90




47.00 kg 303.90 14283.30




683.00 KG 546.00 372918.00


TOTAL OF Aluminium work‐NSI 372918.00





66.00 sqm 143.85 9494.10






118877.00







ELECTRICAL WORKS





WGPVCMOD Group C


1.10.3 Group C 85.00 Point 426.00 36210.0092 1.11


6.00 Point 453.00 2718.00






15.00 Each 160.00 2400.00




8.00 Each 214.00 1712.00








22.00 Each 247.00 5434.00

101 1.27 MODGIBXCP





2.00 Each 26.00 52.00

104 2.64 MCBTPSOC30


2.00 Each 1294.00 2588.00


2.00 Each 68.00 136.00




100.00 Mtrs. 23.00 2300.00

108 1.24.7 MODSWEB


2.00 Each 60.00 120.00

109 1.27 MODGIBXCP







1.00 Nos. 1260.00 1260.00


1.00 Nos. 2800.00 2800.00


71.00 Point 213.00 15123.00



114 2.41 PWSPMCBDB




















MVCBSUR25


60 Mtr. 31.00 1,860.00





a) 4.1.33 4 x 16 sq.mm. 6 Each 196.00 1,176.00













51.00 Each 1153.00 58803.00





130.00 Each 43.00 5590.00


22.00 Each 68.00 1496.00


5.00 Each 223.00 1115.00



3.00 Sets 1585.00 4755.00





3.00 Sets 3263.00 9789.00


135 3.18 EARGISTSUR


10.00 RM 66.00 660.00


137 3.19 EARGIWRSUR


138 3.23 EARBUS


60.00 RM 665.00 39900.00


1.00 each 477.00 477.00


60.00 RM 163.00 9780.00


25.00 RM 175.00 4375.00

142 4.11 LCTJCU


4.00 each 108.00 432.00


30.00 RM 475.00 14250.00











5.00 Each 61.00 305.00

148 1.27 MODGIBXCP









49.00 cum 4147.40 203222.60


grade B.M.C/ R.M.C..49.00 cum 54.55 2672.95


26750.00 kg 2.22 59385.00

Total DSR ITEM 3712508.993712509.00

Total NSI 59385.0059385.00










25.00 cum 4147.40 103685.00





281571.25281571.00

















10.00 each 182.40 1,824.00







83432.00



75.00 Metre 3117.00 233775.00


1.00 Job 5000.00 5000.00



1.00 Each 500.00 500.00


1.00 Each 40000.00 40000.00



1.00 Each 7000.00 7000.00

2 NO+2 NC contacts shall also be provided for remote operation



Indication/metering1 set of ON/OFF Push Button1 No. Analog Ammeter (0‐60A) with ASS1 No. Analog Voltmeter (0‐500V) with VSS3 nos 60/5A Class 1.0, 10 VA Burden CT's for metering 1 set of ON/OFF/TRIP indicating lamps along with 2A SP MCB backup protection.









2.00 Sets 385597.00 771,194.00








38121.00

SUMMARY OF COST

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT ATAPUR DISTT. NORTH 24 PARGANAS, WEST BENGAL

S.No. DEScription of Item AMOUNT DSR AMOUNT NSIA SUPER STRUCTURE

CIVIL1 EARTH WORK 520378.002 CONCRETE WORK 579872.003 R.C.C. WORK 5397318.00 171886.004 Brick work 508656.005 Marble Work 12703.006 Wood Work 15566.007 Steel Work 240256.008 Flooring 356626.009 Roofing 15931.0010 Finishing 360551.0011 Sanitary Instalation 103385.0012 Water supply 79425.0013 Aluminium Work 156844.00 372918.0014 Water proofing 118877.00


14054204.08 544804.00Total CIVIL 14599008.08

14599008.00ELECTRICAL 289756.00 204508.00Add extra for Cost Index on DSR‐Items @66% 191238.96


TOTAL SUPER STRUCTURE 15284510.96COST PER SQM 22055.57 22056.00

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT ATAPUR DISTT. NORTH 24 PARGANAS, WEST BENGALABSTRACT OF COST

CONSTRUCTION OF MULTIPURPOSE CYCLONE SHELTERS AT ATAPUR DISTT. NORTH 24 PARGANAS, WEST BENGALABSTRACT OF COST






605904.98 1179267.00Total External 1785171.98













167.00 cum 301.50 50350.50


1883.00 cum 144.05 271246.15



centring and shuttering ‐ All work upto plinth level :4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 42.00 cum 3257.45 136812.90




4.1.8 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). 66.00 cum 2449.00 161634.004.1.10 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) 112.00 cum 2237.75 250628.004.1.11 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) 13.70 cum 2079.60 28490.52


16.00 sqm 144.15 2306.40











384.60 cum 4147.40 1595090.04


grade B.M.C/ R.M.C..384.60 cum 54.55 20979.93


77426.00 kg 2.22 171885.72

Total of RCC 5397317.615397318.00

Total NSI 171885.72171886.00















2.00 each 151.00 302.00







9.97.1 300x10 mm 8.00 each 71.45 571.609.97.2 250x10 mm 15.00 each 62.20 933.00



9.97.4 150x10 mm 50.00 each 42.75 2137.5025 9.100 Providing and fixing aluminium handles ISI marked anodised (anodic coating not less than

grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade with necessary screws etc. complete :





20.00 each 47.55 951.00




22.00 each 81.20 1786.40





240256.00







163.00 sqm 286.55 46707.65





153.00 sqm 556.60 85159.80


45.00 sqm 759.90 34195.50








5.00 each 108.00 540.00







15931.00F I N I S H I N G





472.50 sqm 111.15 52518.38





270.00 sqm 16.8 4536.00









6 Each 2304.65 13827.90


17.3.1 W.C pan with ISI marked white solid plastic seat and lid 2 Each 3,282.95 6565.9052 17.4 Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin


17.4.2 Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern. 2 each 3393.60 6787.2053 17.7 Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps,32 mm C.P.




17.7.2 White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap. 10 each 1201.70 12017.00


17.10.1.1 510x1040mm bowl depth 250mm 1 Each 6,154.35 6154.3555 17.28 Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings


















17.58.1 100 mm 25 each 126.50 3,162.50 17.58.2 75 mm 18 each 107.80 1,940.40











6 Each 329.50 1,977.00
























from DSR‐18.12.8)


50 metre 458.15 22,907.50


ALUMINIUM WORK








230.58 kg 310.45 71583.56



38.00 sqm 776.05 29489.90




47.00 kg 303.90 14283.30




683.00 KG 546.00 372918.00







66.00 sqm 143.85 9494.10






118877.00







ELECTRICAL WORKS





WGPVCMOD Group C


1.10.3 Group C 85.00 Point 426.00 36210.0092 1.11


6.00 Point 453.00 2718.00






15.00 Each 160.00 2400.00




8.00 Each 214.00 1712.00








22.00 Each 247.00 5434.00

101 1.27 MODGIBXCP





2.00 Each 26.00 52.00

104 2.64 MCBTPSOC30


2.00 Each 1294.00 2588.00


2.00 Each 68.00 136.00




100.00 Mtrs. 23.00 2300.00

108 1.24.7 MODSWEB


2.00 Each 60.00 120.00

109 1.27 MODGIBXCP







1.00 Nos. 1260.00 1260.00


1.00 Nos. 2800.00 2800.00


71.00 Point 213.00 15123.00



114 2.41 PWSPMCBDB




















MVCBSUR25


60 Mtr. 31.00 1,860.00





a) 4.1.33 4 x 16 sq.mm. 6 Each 196.00 1,176.00













51.00 Each 1153.00 58803.00





130.00 Each 43.00 5590.00


22.00 Each 68.00 1496.00


5.00 Each 223.00 1115.00



3.00 Sets 1585.00 4755.00





3.00 Sets 3263.00 9789.00


135 3.18 EARGISTSUR


10.00 RM 66.00 660.00


137 3.19 EARGIWRSUR


138 3.23 EARBUS


60.00 RM 665.00 39900.00


1.00 each 477.00 477.00


60.00 RM 163.00 9780.00


25.00 RM 175.00 4375.00

142 4.11 LCTJCU


4.00 each 108.00 432.00


30.00 RM 475.00 14250.00











5.00 Each 61.00 305.00

148 1.27 MODGIBXCP









59.00 cum 4147.40 244696.60


grade B.M.C/ R.M.C..59.00 cum 54.55 3218.45


37122.00 kg 2.22 82410.84

Total DSR ITEM 5581743.255581743.00

Total NSI 82410.8482411.00










25.00 cum 4147.40 103685.00





281571.25281571.00

















10.00 each 182.40 1,824.00







83432.00



75.00 Metre 3117.00 233775.00


1.00 Job 5000.00 5000.00



1.00 Each 500.00 500.00


1.00 Each 40000.00 40000.00



1.00 Each 7000.00 7000.00

2 NO+2 NC contacts shall also be provided for remote operationIndication/metering



1 set of ON/OFF Push Button1 No. Analog Ammeter (0‐60A) with ASS1 No. Analog Voltmeter (0‐500V) with VSS3 nos 60/5A Class 1.0, 10 VA Burden CT's for metering 1 set of ON/OFF/TRIP indicating lamps along with 2A SP MCB backup protection.









2.00 Sets 385597.00 771,194.00


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