VOLUME – III - Engineering Projectsengineeringprojects.com/Tender/UploadFiles/2556_Vol-III.pdf ·...

TENDER DOCUMENT

TENDER No.: DLI/CON/604/463

FOR

CONSTRUCTION OF INTERMODAL IWT TERMINAL AT VARANASI (U.P)

VOLUME – III

PRICE BID / BILL OF QUANTITY

ENGINEERING PROJECTS (INDIA) LIMITED (A GOVT. OF INDIA ENTERPRISE)

Core-3, Scope Complex, 7, Lodhi Road, New Delhi-110003

TEL NO: 011-24361666, FAX NO. 011- 24363426

1 2 3In figures In words In figures In words

1 CIVIL WORKS1.1 As per DSR 2014 324634652.461.2 Non DSR Items 18929776.53

2 PLUMBING WORKS2.1 As per DSR 2014 2178735.752.2 Non DSR Items 5489758.00

3 FIRE FIGHTING WORKS3.1 As per DSR 2014 0.003.2 Non DSR Items 7159757.00

4 ELECTRICAL WORKS4.1 As per DSR 2014 2761647.004.2 Non DSR Items 15808820.00

5 EOT CRANES5.1 As per DSR 2014 0.005.2 Non DSR Items 22549281.00

6 BOUGHT OUT ITEMS6.1 As per DSR 2014 0.006.2 Non DSR Items 6020862.00

Total 405533289.74

BIDDER'S FINANCIAL OFFER : ......................................................................................................................... in Figures Rupees……………………………………................................................. in WordsSEAL & SIGNATURE OF BIDDER

CONSTRUCTION OF INTERMODAL IWT TERMINAL AT VARANASI (U.P)

PRICE SCHEDULETO BE QUOTED BY TENDERER

SI. No.ESTIMATED

COST (Rs.)DESCRIPTION

Amount in Rs after adding percentage below/above /at par Rate in Percentage of column 3 (Below/above/ at par)

INTERMODAL TERMINAL AT VARANASI (U.P.)

SL. No. DESCRIPTION OF WORK DSR AMOUNT NON DSR AMOUNT

1 657988.32 0.00

2 8517157.30 11145284.03

3 10677357.08 0.00

4 231803854.85 0.00

5 13784737.50 0.00

6 0.00 7211605.00

7 81700.00 0.00

8 449922.35 0.00

9 11973168.74 0.00

10 1688019.47 0.00

11 997775.00 0.00

12 3793038.66 0.00

13 26552806.57 0.00

14 11416915.70 0.00

15 610967.30 0.00

16 1032448.59 0.00

17 596795.03 572887.50

TOTAL 324634652.46 18929776.53

GRAND TOTAL 343564428.99

TOTAL FOR SUBHEAD - MARBLE WORK

TOTAL FOR SUBHEAD - WOOD WORK AND PVC WORK

ABSTRACT OF COST CIVIL WORKS

TOTAL FOR SUBHEAD - CONCRETE WORK

TOTAL FOR SUBHEAD - RCC WORK

TOTAL FOR SUBHEAD - BRICK WORK

TOTAL FOR SUBHEAD - CARRIAGE OF MATERIAL

TOTAL FOR SUBHEAD - EARTH WORK

TOTAL FOR SUBHEAD - LANDSCAPING AND HORTICULTURAL WORK

TOTAL FOR SUBHEAD - STONE WORK

TOTAL FOR SUBHEAD - ROOFING

TOTAL FOR SUBHEAD - FINISHING

TOTAL FOR SUBHEAD - ROAD WORK

TOTAL FOR SUBHEAD - STEEL WORK

TOTAL FOR SUBHEAD - FLOORING

TOTAL FOR SUBHEAD - WATER PROOFING WORK

TOTAL FOR SUBHEAD - PILE WORK

TOTAL FOR SUBHEAD - ALUMINUM WORK

1

S.No. DSR-2014 Item of Work Unit Total Qty DSR Rate DSR Amount Non-DSR

Rate Non-DSR Amount

CIVIL WORK

CARRIAGE OF MATERIALS

1 1.1 carriage of materials by mechanical transport including loading,unloading and stacking.

1.1.2 Earth upto 2km cum 5808.00 113.29 657,988.32 -

TOTAL CARRIAGE OF MATERIALS 657,988.32 -

EARTH WORK

2 2.1

Earth work in surface excavation not exceeding 30 cm in depth butexceeding 1.5 m in width as well as 10 sum on plan includingdisposal of excavated earth upto 50 m and lift upto 1.5 m, disposedsoil to be levelled and neatly dressed

2.1.1 All kinds of soil 100sqm 6844.00 5,044.15 345,221.63 -

3 2.2

Earth work in rough excavation, banking excavated earth in layersnot exceeding 20 cm in depth, breaking clods, watering, rolling eachlayer with 1/2 tonne roller or wooden or steel rammers, and rollingevery 3rd and top-most layer with power roller of minimum 8 tonnesand dressing up in embankments for roads, flood banks, marginalbanks and guide banks or filling up ground depressions, lead upto50 m and lift upto 1.5 m :

2.2.1 All kinds of soil cum 7550.00 383.10 2,892,405.00 -

4 2.3

Banking excavated earth in layers not exceeding 20 cm. in depth,breaking clods, watering, rolling each layer with 1/2 tonne roller, orwooden or steel rammers, and rolling every 3rd and top-most layerwith power roller of minimum 8 tonnes and dressing up, inembankments for roads, flood banks, marginal banks, and guidebanks etc., lead upto 50 m and lift upto 1.5 m.

2.3.1 All kinds of soil cum 6942.00 241.70 1,677,881.40 -

CONSTRUCTION OF INTERMODAL IWT TERMINAL AT VARANASI IN NW1

B.O.Q. - FINANCIAL BID

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5 2.6

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

2.6.1 All kinds of soil cum 2490.80 155.60 387,568.48 -

6 2.8

Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan) including dressing of sides andramming of bottoms, lift upto 1.5 m, including getting out theexcavated soil and disposal of surplus excavated soil as directed,within a lead of 50 m.

2.8.1 All kinds of soil. cum 10316.00 157.50 1,624,770.00 -

7 2.24 Extra rates for quantities of works, executed :2.24.1 In or under water and/or liquid mud, including pumping out

water as required.metre depth 9295.00 31.50 292792.50

8 2.25

Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, leadup to 50 m and lift upto 1.5 m. cum 4840.73 112.40 544,098.00 -

9 2.26 Extra for every additional lift of 1.5 m or part thereof in.2.26.1 All kinds of soil. cum 10728.00 46.25 496,170.00 -

10 2.27Supplying and filling in plinth with Local sand under floors, includingwatering, ramming, consolidating and dressing complete.

cum 152.00 910.25 138,358.00 -

11 2.34 Supplying chemical emulsion in sealed containers including deliveryas specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% Ltr 634.00 185.95 117,892.30 -

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Rate Non-DSR Amount

12 NSI - 1

Diluting and injecting chemical emulsion for pre constructional anti-termite treatment and creating a continous chemical barrier under allround the column pits, wall trenches, basement excavation, topsurface plinth filling, junction of wall and floor, along the externalperimeter of the building, expansion joints over the top surface ofconsolidated earth on which apron is to be laid, sorrounding of pipesand conduits etc. complete as per specifications.( plinth are of thebuilding at ground floor only shall be measured in sqm for payment )With chloropyriphos emulsifiable concentrates of 20 % with 1 %concentration, at the rate of 7.5 litre per sqm for vertical surface and5 litres per sqm of horizontal surface.

Sqm 1584.14 - 172.00 272,471.22

13 NSI-2 Sand filling in wells complete as per drawing and technicalspecifications cum 3393.00 1,276.00 4,329,468.00

14 NSI-3 Sinking of 8 m external diameter well ( other than pneumatic methodof sinking ) through all types of strata namely sandy soil, clayey soiland rock as shown against each case,complete as per drawing andtechnical specifications. Depth of sinking is reckoned from bed levelA Sandy soil(i) Depth below bed level upto 3.0 M metre 9.00 10,244.00 92,196.00 (ii) Beyond 3m upto 10m depth metre 18.00 12,657.00 227,826.00 (iii) Beyond 10m upto 20ma Add 5% for every additional meter depth of sinking over the rate ofsinking for the previous meter metre 30.00 13,289.85 398,695.50 (iv) Beyond 20m upto 30 ma Add 7.5% for every additional meter depth of sinking over the rateof sinking for the previous meter metre 30.00 14,286.59 428,597.66 b Add 20% of cost for Kentledge including supports, loadingarrangement and Labour . metre 30.00 17,143.91 514,317.20 metre 44287.00(v) Beyond 30m upto 40 ma Add 10% for every additional meter depth of sinking over the rateof sinking for the previous meter metre 30.00 15,715.25 471,457.43 b Add 20% of cost for Kentledge including supports, loadingarrangement, and Labour metre 30.00 18,858.30 565,748.91 (v) Beyond 40m upto 50 m

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Rate Non-DSR Amount

a Add 12.5% for every additional meter depth of sinking over the rateof sinking for the previous meter metre 3.66 17,679.65 64,707.53 b Add 20% of cost for Kentledge including supports, loadingarrangement, and Labour etc metre 3.66 21,215.58 77,649.04

15 NSI-3 Sinking of 9 m external diameter well ( other than pneumatic methodof sinking ) through all types of strata namely sandy soil, clayey soiland rock as shown against each case,complete as per drawing andtechnical specifications. Depth of sinking is reckoned from bed level.

A Sandy soil(i) Depth below bed level upto 3.0 M metre 9.00 10,344.00 93,096.00 (ii) Beyond 3m upto 10m depth metre 18.00 13,889.00 250,002.00 (iii) Beyond 10m upto 20ma Add 5% for every additional meter depth of sinking over the rate ofsinking for the previous meter metre 30.00 14,583.45 437,503.50 (iv) Beyond 20m upto 30 ma Add 7.5% for every additional meter depth of sinking over the rateof sinking for the previous meter metre 30.00 15,677.21 470,316.26 b Add 20% of cost for Kentledge including supports, loadingarrangement and Labour . metre 30.00 18,812.65 564,379.52 (v) Beyond 30m upto 40 ma Add 10% for every additional meter depth of sinking over the rateof sinking for the previous meter metre 30.00 17,244.93 517,347.89 b Add 20% of cost for Kentledge including supports, loadingarrangement, and Labour metre 30.00 20,693.92 620,817.47 (v) Beyond 40m upto 50 ma Add 12.5% for every additional meter depth of sinking over the rateof sinking for the previous meter metre 12.00 19,400.55 232,806.55 b Add 20% of cost for Kentledge including supports, loadingarrangement, and Labour etc metre 12.00 23,280.65 279,367.86

16 NSI -4 Providing and Construction of temporary Island 14 M diameter forconstruction of well foundation for 6.0 m dia well Each 6.00 39,418.75 236,512.50

TOTAL EARTH WORK 8,517,157.30 11,145,284.03

C O N C R E T E W O R K

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17 4.1Providing and laying in position cement concrete of specified gradeexcluding the cost of centring and shuttering - All work upto plinthlevel :

4.1.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) cum 44.00 5,466.30 240,517.20

4.1.81:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mmnominal size). cum 280.00 4,301.15 1,204,322.00 -

18 4.3 Centering and shuttering including strutting, propping etc. andemoval of form work for :

4.3.1 Foundations, footings, bases for columns cum 4967.29 196.45 975,823.63 -

19 4.5

Providing and fixing upto floor five level precast cement concretestring or lacing courses, copings, bed plates, anchor blocks, plainwindow sills, shelves, louvers, steps, stair cases, etc. includinghoisting and setting in position with cement mortar 1:3 (1 Cement : 3coarse sand), cost of required centring, shuttering and finishingsmooth with 6mm thick cement plaster 1:3 (1 Cement : 3 fine sand)on exposed surfaces complete.

4.5.1 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate cum 951.00 6,774.05 6,442,121.55

4.5.2 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mmnominal size). cum 3.00 6,269.80 18,809.40 -

20 4.10Providing and laying damp-proof course 40mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 12.5mm nominal size). sqm 70.00 257.80 18,046.00 -

21 4.13

Applying a coat of residual petroleum bitumen of penetration 80/100of approved quality using 1.7kg per square metre on damp proofcourse after cleaning the surface with brushes and finally with apiece of cloth lightly soaked in kerosene oil sqm 70.00 132.00 9,240.00 -

22 4.17

Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominalsize) over 75mm bed by dry brick ballast 40mm nominal size wellrammed and consolidated and grouted with fine sand includingfinishing the top smooth. sqm 248.00 419.30 103,986.40 -

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Rate Non-DSR Amount

23 4.19

Providing and laying in position ready mixed plain cement concrete,using fly ash and cement content as per approved design mix andmanufactured in fully automatic batching plant and transported tosite of work in transit mixer for all leads, having continuous agitatedmixer, manufactured as per mix design of specified grade for plaincement concrete work, including pumping of R.M.C. from transitmixer to site of laying and curing, excluding the cost of centering,shuttering and finishing, including cost of curing, admixtures inrecommended proportions as per IS : 9103 to accelerate/ retardsetting of concrete, improve workability without impairing strengthand durability as per direction of the Engineer - in - charge.

Note : 1) Excess/less cement used than specified in this item ispayable/ recoverable separately2) Fly ash conforming to grade I of IS 3812 (Part-1) only be used aspart replacement of OPC as per IS : 456. Uniform blending withcement is to be ensured in accordance with clauses 5.2 and 5.2.1 ofIS: 456 -2000 in the items of BMC and RMC.

3) The above item shall be used judiciously where specified quality oFly Ash is availablefor mixing in concrete. Also, the guidelines issuedby CDO, CPWD, vide circular no. CDO/SE(RR)/Fly Ash (Main)/102dated 9th April 2009 shall be followed in such cases.

4.19.1 All works upto plinth level.

4.19.1.2M-10 grade plain cement concrete (cement content considered @220 kg/cum ).

cum 291.00 5,719.90 1,664,490.90 -

TOTAL C O N C R E T E W O R K 10,677,357.08 -

REINFORCED CEMENT CONCRETE

24 5.9 Centring and shuttering including strutting, propping etc. andremoval of form for :

5.9.1 Foundations, footings, bases of columns, etc. for mass concrete.sqm 2695.00 196.45 529,432.75 -

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Rate Non-DSR Amount

5.9.2 Walls (any thickness) including attached pilasters, buttresses, plinthand string courses etc. sqm 14246.00 360.80 5,139,956.80 -

5.9.3 Suspended floors, roofs, landings, balconies and access platform.sqm 719.00 401.65 288,786.35 -

5.9.4 Shelves (Cast in situ) sqm 16.00 401.65 6,426.40 -

5.9.5 Lintels, beams, plinth beams, girders, bressumers and cantilevers.sqm 2969.00 332.15 986,153.35 -

5.9.6 Columns, Pillars, Piers, Abutments, Posts and Struts. sqm 1739.00 453.35 788,375.65 -5.9.7 Stairs, (excluding landings) except spiral-staircases. sqm 44.00 395.65 17,408.60 -5.9.14 Extra for shuttering in circular work (20% of respective centring and

shuttering items). sqm

Foundation Sqm 1156.02 39.29 45,419.96 Walls Sqm 13741.71 72.16 991,601.62 Coloumns Sqm 374.73 90.67 33,976.55

5.9.15Small lintels not exceeding 1.5m clear span, moulding as in cornices,window sills, string courses, bands, copings, bed plates, anchorblocks and the like. sqm 54.00 196.45 10,608.30 -

5.9.16 Edges of slabs and breaks in floors and walls.5.9.16.1 Under 20 cm wide metre 200.00 116.40 23,280.00 -5.9.19 Weather shade, Chajjas, corbels etc., including edges. sqm 52.00 492.35 25,602.20 -

25 5.22Reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.

5.22.6 Thermo-Mechanically Treated bars. kg 968701.58 68.10 65,968,577.60 -

26 5.22AReinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete.

5.22A.6 Thermo-Mechanically Treated bars. kg 977172.90 68.10 66,545,474.63 -

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Rate Non-DSR Amount

27 5.33

Providing and laying in position machine batched, machine mixedand machine vibrated design mix cement concrete of specified gradefor reinforced cement concrete work including pumping of concreteto site of laying but excluding the cost of centring, shuttering,finishing and reinforcement. including Admixtures in recommendedproportions as per IS 9103 to accelerate, retard setting of concrete,improve workability without impairing strength and durability as perdirection of Engineer-in-charge. M-25 grade reinforced cementconcrete by using 410kg. of cement per cum of concrete.

5.33.1 All Work Upto Plinth cum 6684.00 6,296.15 42,083,466.60 -5.33.2 All Work above Plinth and upto floor Five Level cum 6689.00 7,014.55 46,920,324.95 -

28 5.34Add or deduct for providing richer or leaner mixes respectively at allfloor levels.

5.34.1Providing M-30 grade concrete instead of M-25 grade BMC/RMC.(Note:- Cement content considered in M-30 is @ 340 kg/cum).

Cum 12755.00 76.50 975,757.50 -

5.34.2Providing M-35 grade concrete by using 428kg of cement per cumof concrete instead of M-25 grade B.M.C./ R.M.C. cum 339.00 152.95 51,850.05 -

5.35 Add for using extra cement in the items of design mix over andabove the specified cement content therein. quintal 500.00 742.75 371,375.00

TOTAL REINFORCED CEMENT CONCRETE 231,803,854.85 -

BRICK WORK

29 6.1 Brick work with F.P.S. bricks of class designation 75 in foundationand plinth in:

6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 2311.00 4,677.25 10,809,124.75 -

30 6.4Brick work with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V level in all shapes andsizes in :

6.4.2 Cement mortar 1:6 (1 cement : 6 coarse sand) cum 524.00 5,426.15 2,843,302.60 -

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Rate Non-DSR Amount

31 6.13 Half brick masonry with F.P.S. bricks of class designation 75 insuperstructure above plinth level upto floor V leve

6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) sqm 155.00 692.80 107,384.00 -

32 6.15Extra for providing and placing in position 2 Nos. 6mm dia. M.S. barsat every third course of half brick masonry (with F.P.S. bricks).

sqm 155.00 69.50 10,772.50 -

33 6.44Brick edging 7cm wide 11.4cm deep to plinth protection with bricksof class designation 75 including grouting with cement mortar 1:4 (1cement : 4 fine sand). metre 371.00 38.15 14,153.65 -

TOTAL BRICK WORK 13,784,737.50 -

STONE WORK34 NSI-5 Boulder apron laid in wire crates (Providing and laying of boulder

apron laid in wire crates made with 4mm dia GI wire conforming toIS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally)including 10% extra for laps and joints laid with stone bouldersweighing not less than 40 kg each.) Cum 1494.00 1,989.00 2,971,566.00

35 NSI-6 Providing and laying Pitching on slopes laid over prepared filtermedia including boulder apron laid dry in front of toe ofembankment complete as per drawing and Technical specifications

A Stone/Boulder Cum 3731.00 953.00 3,555,643.00

36 NIS-7 Geotextile Filter (Laying of a geotextile filter between pitching andembankment slopes on which pitching is laid to prevent escape ofthe embankment material through the voids of the stonepitching/cement concrete blocks as well as to allow free movementof water without creating any uplift head on the pitching.)

Sqm 6219.00 109.00 677,871.00

37 NSI -8 Providing Moring made with 16mm dia M.S Bar as per size drawingdesign & direction of Engineer-in-charge. each 25.00 261.00 6,525.00

Total Stone Work 7,211,605.00

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M A R B L E W O R K

38 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 requiredsize of approved shade, colour and texture laid over 20mm thickbase cement mortar 1:4 (1 cement : 4 coarse sand) with jointstreated with white cement, mixed with matching pigment, epoxytouch ups, including rubbing, curing moulding and polishing to edgeto give high gloss finish etc. complete at all levels.

8.2.2 Granite of any colour and shade8.2.2.2 Area of slab over 0.50 sqm. sqm 16.00 3,907.40 62,518.40 -

39 8.3

Providing edge moulding to 18mm thick marble stone counters,Vanities etc. including machine polishing to edge to give high glossfinish etc. complete as per design approved by Engineer-in-Charge

8.3.2 Granite work. metre 28.00 230.55 6,455.40 -

40 8.4

Extra for fixing marble /granite stone over and above correspondingbasic item, in facia and drops of width upto 150 mm with epoxy resinbased adhesive including cleaning etc. complete.

metre 28.00 247.40 6,927.20 -

41 8.5

Extra for providing opening of required size & shape for washbasins/ kitchen sink in kitchen platform, vanity counters and similarlocation in marble/Granite/stone work including necessary holes forpillar taps etc. including moulding, rubbing and polishing of cutedges etc. complete each 15.00 386.60 5,799.00 -

TOTAL M A R B L E W O R K 81,700.00 -

W O O D A N D P. V. C. W O R K

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42 9.21

Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board constructionwith frame of 1st class hard wood and well matched commercial 3ply veneering with vertical grains or cross bands and face veneers onboth faces of shutters :

9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges withnecessary screws. sqm 63.00 1,909.55 120,301.65 -

43 9.23Extra for providing lipping with 2nd class teak wood battens 25 mmminimum depth on all edges of flush door shutters (over all area ofdoor shutter to be measured). Sqm 63.00 365.85 23,048.55 -

44 9.24 Extra for providing vision panel not exceeding 0.1 sqm in all type offlush doors (cost of glass excluded) (overall area of door shutter to

9.24.1 Rectangular or square. Sqm 15.00 139.40 2,091.00 -

45 9.26Extra for cutting rebate in flush door shutters (Total area of theshutter to be measured). Sqm 35.00 104.55 3,659.25 -

46 9.48Providing and fixing M.S. grills of required pattern in frames ofwindows etc. with M.S. flats, square or round bars etc. all complete.

9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc. kg 1067.00 116.90 124,732.30 -

47 9.84

Providing and fixing aluminium extruded section body tubular typeuniversal hydraulic door closer (having brand logo with ISI, IS :3564, embossed on the body, door weight upto 36 kg to 80 kg anddoor width from 701 mm to 1000 mm), with double speedadjustment with necessary accessories and screws etc. complete.

each 30.00 1,043.60 31,308.00 -

48 9.96

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

9.96.1 300x16 mm each 16.00 229.65 3,674.40 -

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9.96.2 250x16 mm each 15.00 189.00 2,835.00 -

49 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 necessaryscrews etc. complete :

9.97.2 250x10 mm each 31.00 95.25 2,952.75 -9.97.4 150x10 mm each 31.00 65.35 2,025.85 -9.97.5 100x10 mm each 226.00 52.35 11,831.10 -

50 9.100

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

9.100.1 125 mm each 76.00 69.80 5,304.80 -9.100.2 100 mm each 125.00 55.10 6,887.50 -

51 9.101

Providing and fixing aluminium hanging floor door stopper ISImarked anodised (anodic coating not less than grade AC 10 as perIS : 1868) transparent or dyed to required colour and shade withnecessary screws etc. complete.

9.101.2 Twin rubber stopper each 45.00 83.95 3,777.75 -

52 9.103

Providing and fixing bright finished brass 100 mm mortice latch andlock ISI marked with six levers and a pair of anodised (anodiccoating not less than grade AC 10 as per IS : 1868) aluminium leverhandles with necessary screws etc. complete (Best make ofapproved quality). each 29.00 815.45 23,648.05 -

53 9.127

Providing& Fixing decorative high pressure laminated sheet of plain /wood grain in gloss / matt / suede finish with high density protectivesurface layer and reverse side of adhesive bonding qualityconforming to IS : 2046 Type S including cost of adhesive ofapproved quality

9.127.2 1.0 mm thick. sqm 121.00 676.40 81,844.40 -

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TOTAL W O O D A N D P. V. C. W O R K 449,922.35 -

S T E E L W O R K

5410.1 Structural steel work in single section fixed with or without

connecting plate including cutting, hoisting, fixing in position andapplying a priming coat of approved steel primer all complete kg 3179.00 67.70 215,218.30

55 10.5

Providing and fixing 1mm thick M.S. sheet door with frame of40x40x6mm angle iron and 3mm M.S. gusset plates at the junctionsand corners, all necessary fittings complete, including applying apriming coat of approved steel primer.

10.5.1 Using M.S. angels 40x40x6 mm for diagonal braces. sqm 2.10 3,073.85 6,455.09 -

56 10.6

Supplying and fixing rolling shutters of approved make, made ofrequired size M.S. laths, interlocked together through their entirelength and jointed together at the end by end locks, mounted onspecially designed pipe shaft with brackets, side guides andarrangements for inside and outside locking with push and pulloperation complete, including the cost of providing and fixingnecessary 27.5 cm long wire springs manufactured from high tensilesteel wire of adequate strength conforming to IS: 4454 – part 1 andM.S. top cover of required thickness for rolling shutters.

10.6.1 80x1.25mm M.S. laths with 1.25 mm thick top cover. Sqm 126.00 2,142.10 269,904.60 -

57 10.7 Providing and fixing ball bearing for rolling shutters. Each 38.00 438.95 16,680.10 -

58 10.8Extra for providing mechanical device chain and crank operation foroperating rolling shutters.

10.8.2 Exceeding 16.80 sqm in area. Sqm 126.00 724.85 91,331.10 -

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59 10.11

Providing and fixing factory made ISI marked steel glazed doors,windows and ventilators, side /top /centre hung, with beading and allmembers such as F7D, F4B, K11 B and K12 B etc. complete ofstandard rolled steel sections, joints mitred and flash butt weldedand sash bars tenoned and riveted, including providing and fixing ofhinges, pivots, including priming coat of approved steel primer, butexcluding the cost of other fittings, complete all as per approveddesign, (sectional weight of only steel members shall be measuredfor payment).

10.11.1

Fixing with 15x3 mm lugs 10 cm long embedded in cementconcrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarsesand : 6 graded stone aggregate 20 mm nominal size)

Kg 387.00 114.15 44,176.05 -

60 10.14

Providing and fixing pressed steel door frames confirming to IS:4351 manufactured from commercial mild steel sheet of 1.25 mmthickness including hinges jamb, lock jamb, bead and if requiredangle threshold of mild steel angle of section 50x25mm, or base tiesof 1.25mm pressed mild steel welded or rigidly fixed together bymechanical means, adjustable lugs with split end tail to each jambincluding steel butt hinges 2.5mm thick with mortar guards, lockstrike-plate and shock absorbers as specified and applying a coat ofapproved steel primer after pre-treatment of the surface as directedby Engineer-in-charge:

10.14.1 Profile B metre 358.00 377.70 135,216.60 -

61 10.16

Steel work in built up tubular trusses including cutting, hoisting fixingin position and applying a priming coat of approved steel primer,welded and bolted including special shaped washers etc. complete.

10.16.1 Hot finished welded type tubes kg 3159.00 102.90 325,061.10 -10.16.3 Electric resistance or induction butt welded tubes. kg 75000.00 123.65 9,273,750.00 -

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62 10.18

Providing and fixing circular/ Hexagonal cast iron or M.S. sheet boxfor ceiling fan clamp of internal dia 140mm, 73mm height, top lid of1.5mm thick M.S. sheet with its top surface hacked for properbonding, top lid shall be screwed into the cast iron/ M.S. sheet boxby means of 3.3mm dia. round headed screws, one lock at thecorners. Clamp shall be made of 12mm dia M.S. bar bent to shapeas per standard drawing. each 42.00 142.95 6,003.90 -

63 10.19 Providing and fixing M.S. round holding down bolts with nuts andwasher plates complete. kg 16620.00 73.95 1,229,049.00 -

64 10.25Steel work welded in built up sections/ framed work includingcutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer using structural steel etc. as required.

10.25.1In stringers, treads, landings etc. of stair cases includinguse of chequered plate wherever required, all complete

kg 500.00 90.10 45,050.00 -

10.25.2 In gratings, frames, guard bar, ladder, railings, brackets, gates andsimilar works. kg 3326.00 90.10 299,672.60 -

65 10.26Providing and fixing hand rail of approved size by welding etc. tosteel ladder railing, balcony railing and staircase railing includingapplying a priming coat of approved steel primer.

10.26.1 M.S. tube. kg 149.00 104.70 15,600.30 -

TOTAL STEEL WORK 11,973,168.74 -

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F L O O R I N G

66 11.5

62 mm thick cement concrete flooring with concrete hardenertopping under layer 50 mm thick cement concrete 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20mm nominal size) andtop layer 12mm thick cement hardener consisting of mix 1:2 (1cement hardener mix : 2 graded stone aggregate 6mm nominal size)by volume. Hardening compound is mixed @ 2 litre per 50kg ofcement or as per manufactures specifications. This includes cost ofcement slurry, but excluding the cost of nosing of steps etc.complete. sqm 1167.00 588.90 687,246.30 -

67 11.6Cement plaster skirting (upto 30 cm height) with cement mortar 1:3(1 cement : 3 coarse sand) finished with a floating coat of neatcement.

11.6.1 18 mm thick. sqm 28.00 377.25 10,563.00 -

68 11.26

Kota stone slab flooring over 20 mm (average) thick base laid overand jointed with grey cement slurry mixed with pigment to match theshade of the slab including rubbing and polishing complete withbase of cement mortar 1 : 4 (1 cement : 4 coarse sand) :

11.26.1 25 mm thick. sqm 85.00 1,141.40 97,019.00 -

69 11.27

Kota stone slabs 25 mm thick in risers of steps, skirting, dado andpillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3coarse sand) and jointed with grey cement slurry mixed with pigmentto match the shade of the slabs, including rubbing and polishingcomplete.

sqm 40.81 1,191.25 48,618.72 -

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70 11.36

Providing and fixing Ist quality ceramic glazed wall tiles conforming toIS : 15622 (thickness to be specified by the manufacture ) ofapproved 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 Mortar1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry@ 3.3kg per sqm including pointing in white cement mixed withpigment of matching shade complete.

sqm 403.00 836.65 337,169.95 -

71 11.39

Providing and laying rectified Glazed Ceramic floor tiles 300x300mm or more (thickness to be specified by the manufacturer) of 1stquality conforming to IS : 15622 of approved make in colours White,Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar1:4 (1 Cement : 4 Coarse sand) including grouting the joints withwhite cement and matching pigments etc., complete.

sqm 108.00 950.05 102,605.40 -

72 11.41

Providing and laying polished vitrified floor tiles in different sizes(thickness to be specified by the manufacturer) with waterabsorption's less than 0.08% and conforming to IS : 15622 ofapproved make in all colours and shades, laid on 20mm thickcement mortar 1:4 (1 cement : 4 coarse sand) including grouting thejoints with white cement and matching pigments etc., complete.

11.41.2 Size of Tile 60x60 cm sqm 168.00 1,405.95 236,199.60 -

73 11.46

Providing and laying Vitrified tiles in different sizes (thickness to bespecified by manufacturer) with water absorption less than 0.08 %and conforming to I.S. 15622, of approved make in all colours &shade in skirting, riser of steps, over 12 mm thick bed of cementmortar 1:3 (1 cement: 3 coarse sand), including grouting the jointwith white cement & matching pigments etc. complete.

11.46.2 Size of Tile 600x600 mm Sqm 20.00 1,415.40 28,308.00 -

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74 11.23

Marble stone flooring with 18mm thick marble stone (sample ofmarble shall be approved by Engineer-in-charge) over 20 mm(average) thick base of cement mortar 1:4 (1 cement : 4 coarsesand) laid and jointed with grey cement slurry including rubbing and

11.23.3 Agaria White Sqm 65.00 2,158.30 140,289.50 -

TOTAL F L O O R I N G 1,688,019.47 -

R O O F I N G

75 12.21

Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as perstandard design :

12.21.1 In 75x75mm deep chase metre 162.00 143.10 23,182.20 -

76 12.50

P/f of precoated galvanized iron profile sheets (size, shape and pitchof corrugation as approved by Engineer-in-charge) 0.50 mm +/- 5%total coated thickness (TCT), Zinc coating 120gsm as per IS: 277 in240mpa steel grade, 5-7 microns epoxy primer on both side of thesheet and polyester top coat 15-18 microns. Sheet should haveprotective guard film of 25 microns minimum to avoid scratcheswhile transportation and should be supplied in single length upto 12metre or as desired by Engineer-in-charge. The sheet shall be fixedusing self drilling /self tapping screws of size (5.5x 55mm) withEPDM seal or with polymer coated J or L hooks, bolts and nuts8mm diameter with bitumen and G.I. limpet washers or with G.I.limpet washers filled with white lead complete upto any pitch inhorizontal/ vertical or curved surfaces excluding the cost of purlins,rafters and trusses and including cutting to size and shape whereverrequired.

sqm 1452.00 622.00 903,144.00 -

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77 12.51

Providing and fixing precoated galvanised steel sheet roofingaccessories 0.50 mm +/- 5% total coated thickness (TCT), Zinccoating 120gsm as per IS: 277 in 240mpa steel grade, 5-7 micronsepoxy primer on both side of the sheet and polyester top coat 15-18microns using self drilling/ self tapping screws or with polymer coatedJ or L hooks, bolts and nuts and or G.I. seam bolts and nuts, G.I.plain and bitumen washers complete :

12.51.1 Ridges plain (500 - 600mm) metre 42.00 633.90 26,623.80 -12.51.6 Gutter .(600 mm over all girth) metre 55.00 815.00 44,825.00 -

TOTAL R O O F I N G 997,775.00 -

F I N I S H I N G78 13.1 12 mm cement plaster of mix :

13.1.2 1:6 (1 cement : 6 fine sand) sqm 4609.63 149.45 688,908.46 -

79 13.2 15 mm cement plaster on the rough side of single or half brick wallof mix :

13.2.2 1:6 (1 cement : 6 fine sand) sqm 4615.13 172.80 797,494.46 -

80 13.16 6 mm cement plaster of mix :13.16.1 1:3 (1 cement : 3 fine sand) sqm 799.60 134.70 107,706.19 -

81 19.16

Providing orange colour safety foot rest of minimum 6 mm thickplastic encapsulated as per IS : 10910 on 12mm dia steel barconforming to IS : 1786 having minimum cross section as 23mmx25mm and over all minimum length 263 mm and width as165mm with minimum 112 mm space between protruded legshaving 2 mm tread on top surface by ribbing or chequering besidesnecessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to with stand the bend testand chemical resistance test as per specifications and havingmanufacture's permanent identification mark to be visible even afterfixing, including fixing in manholes with 30x20x15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) complete as per design.

Each 40.00 311.60 12,464.00 -

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82 19.19 Providing and fixing in position pre-cast R.C.C. manhole cover andframe of required shape and approved quality

19.19.3.1 Circular shape 560 mm internal diameter 19.19.4 EHD - 35 Each 4.00 1,656.70 6,626.80 -

83 13.37 White washing with lime to give an even shade:13.37.1 New work (three or more coats) sqm 1141.00 16.20 18,484.20 -

84 13.41 Distempering with oil bound washable distemper of approved brandand manufacture to give an even shade

13.41.1 New work (two or more coats) over and including water Sqm 2351.00 89.70 210,884.70 -

85 13.44 Finishing walls with water proofing cement paint of required shade :

13.44.1 New work (Two or more coats applied @ 3.84 kg/10 sqm). sqm 833.00 57.85 48,189.05 -

86 13.45 Finishing walls with textured exterior paint of required shade :

13.45.1New work (Two or more coats applied @ 3.28 ltr/10 sqm) over andincluding base coat of water proofing cement paint applied @2.20kg/10 sqm. sqm 8076.00 146.45 1,182,730.20 -

87 13.53Painting on G.S. sheet with synthetic enamel paint of approvedbrand and manufacture of required colour to give an even shade :

13.53.1 New work (two or more coats) including a coat of approvedsteel primer but excluding a coat of mordant solution. sqm 1452.00 78.50 113,982.00 -

88 13.61Painting with synthetic enamel paint of approved brand andmanufacture to give an even shade :

13.61.1 Two or more coats on new work. sqm 1000.00 74.40 74,400.00 -

89 13.62 Painting with synthetic enamel paint of approved brand andmanufacture of required colour to give an even shade:

13.62.1Two or more coats on new work over an under coat of suitableshade with ordinary paint of approved brand and manufacture. sqm 545.00 106.25 57,906.25 -

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90 13.80

Providing and applying white cement based putty of averagethickness 1 mm, of approved brand and manufacturer, over theplastered wall surface to prepare the surface even and smoothcomplete. sqm 5279.00 89.65 473,262.35 -

TOTAL F I N I S H I N G 3,793,038.66 -

ROAD WORK

91 16.1

Preparation & consolidation of sub grade with power road roller of 8to 12 tonne capacity after excavating earth to an average of 22.5cmdepth, dressing to camber and consolidating with road rollerincluding making good the undulations etc. and re-rolling the subgrade and disposal of surplus earth lead upto 50 metres.

Sqm 11608.00 81.29 943,614.32 -

92 16.3 supplying and stacking at site16.3.1 90 MM TO 45 mm size stone aggregate Cum 1451.00 1,310.45 1,901,462.95 -16.3.2 63 MM TO 45 mm size stone aggregate Cum 1909.00 1,348.20 2,573,713.80 -16.3.3 53-22.4 mm Size Nominal Bore Cum 1091.00 1,354.00 1,477,214.00 -16.3.6 Stone Screening 13.2mm nominal size (Type-A) Cum 493.00 1,558.15 768,167.95 -16.3.7 Stone Screening 11.2mm nominal size (Type-B) Cum 476.00 1,471.00 700,196.00 -16.3.9 Good Earth Cum 8509.00 320.90 2,730,538.10 -

16.3.10 Moorum Cum 284.00 646.35 183,563.40 -

93 16.4

Laying spreading and compacting stone aggregate of specified sizesto WBM specifications including spreading in uniform thickness,hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonnein stages to proper grade and camber, applying and brimmingrequisite type of screening/ binding material to fill up interstices ofcoarse aggregate watering and compacting to the required density.

Cum 4643.00 425.05 1,973,507.15 -

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94 16.18

Fencing with angle iron post placed at required distance embeddedin cement concrete blocks, every 15th post, last but one end postand corner post shall be strutted on both sides and end post on oneside only and provided with horizontal lines and two diagonalsinterwoven with horizontal wires, of barbed wire weighing 9.38 kgper 100 m (minimum), between the two posts fitted and fixed withG.I. staples, turn buckles etc. complete. (Cost of posts, struts, earthwork and concrete work to be paid for separately). Payment to bemade per metre cost of total length of barbed wire used.

16.18.1 With G.I. barbed wire Metre 2560.00 12.95 33,152.00 -

95 16.19

Supplying at site Angle iron post & strut of required size includingbottom to be split and bent at right angle in opposite direction for 10cm length and drilling holes upto 10 mm dia. etc. complete.

Kg 2815.00 70.90 199,583.50 -

96 16.30

Providing and applying tack coat using hot straight run bitumen ofgrade 80/ 100 including heating the bitumen, spraying the bitumenwith mechanically operated spray unit fitted on bitumen boiler,cleaning and preparing the existing road surface as perspecifications :

16.30.1 On W.B.M. @ 0.75 Kg / sum. sqm 11608.00 53.75 623,930.00 -

97 16.33

2.5 cm premix carpet surfacing with 2.25 cum and 1.12 cum ofstone chippings of 13.2mm and 11.2mm size respectively per 100sqm. and 52 kg. and 56 kg. of hot bitumen per cum of stonechippings of 13.2 mm and 11.2 mm size respectively including a tackcoat with hot straight run bitumen including consolidation with roadroller of 6 to 9 tonne capacity etc. complete. (tack coat to be paid forseparately) :

16.33.1 With paving Asphalt grade VG - 10 heated and then mixed withsolvent at the rate of 70 grams per kg of asphalt sqm 11608.00 211.60 2,456,252.80 -

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98 16.41

Providing and laying seal coat over prepared surface of road withbitumen heated in bitumen boiler fitted with the spray set sprayingusing 98 kg of bitumen of grade 80/100 and blinding surface with0.90cum of stone aggregate of 6.7 mm size (Passing 11.2mm sieveand retained on 2.36mm sieve) per 100 sum of road surfaceincluding rolling and finishing with power road roller all complete.Note : Seal coat items to be operated only with the prior approval ofChief Engineer concerned.

sqm 11608.00 100.35 1,164,862.80 -

99 16.53

Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length90 m), having 50 nos rounds per 6 metre length, upto 3 m height ofwall with existing angle iron ‘Y’ shaped placed 2.4 m or 3.00 m apartand with 9 horizontal R.B.T. reinforced barbed wire, stud tied withG.I. staples and G.I. clips to retain horizontal, including necessarybolts or G.I. barbed wire tied to angle iron, all complete as perdirection of Engineer-in-charge, with einforced barbed tape(R.B.T.) /Spring core (2.5mm thick) wire of high tensile strength of 165 kg/sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (costof M.S. angle, C.C. blocks shall be paid separately)

Metre 640.00 287.05 183,712.00 -

100 16.63

Providing and laying and making kerb channel 30 cm wide and 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6grdaed stone 20 mm nominal size ) over 75 mm bed of dry brickballast 40 mm nomina size well rammed and consolidated andgrouted with fine sand including finishing the top smooth etc.complte as per direction of engineer in charge.

Rmt 2462.00 354.20 872,040.40 -

101 16.64

Providing and laying 75mm thick compacted bed of dry brickaggregate of 40mm thick nominal size including spreading, wellramming, consolidating and grouting with jamuna sand includingfinishing smooth etc. complete as per direction of Engineer-in-charge. Cum 4237.00 120.60 510,982.20 -

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102 16.68

Providing and laying 60mm thick factory made cement concreteinterlocking paver block of M -30 grade made by block makingmachine with strong vibratory compaction and of approved size anddesign/ shape laid in required colour and pattern over and including50mm thick compacted bed of course sand, filling the joints withcoarse sand etc. all complete as per the direction of Engineer-in-charge. Sqm 4316.00 602.20 2,599,095.20 -

103 16.75

Providing and laying C.C. pavement of mix M25 with ready mixedconcrete from batching plant. The ready mixed concrete shall belaid and finished with screed board vibrator , vacuum dewateringprocess and finally finished by floating, brooming with wire brush etc.complete as per specifications and directions of Engineer-in-charge.(The panel shuttering work shall be paid for separately ).

cum 680.00 6,848.85 4,657,218.00 -

TOTAL ROAD WORK 26,552,806.57 -

PILE WORK104 20.1 Providing, driving and installing driven cast-in-situ reinforced cement

concrete piles of grade M-25 of specified diameter and length belowthe pile cap, to carry safe working load not less than specified,excluding the cost of steel reinforcement but including the cost ofshoe and the length of pile to be embedded in the pile cap etc. allcomplete. (Length of pile for payment shall be measured from top ofshoe to the bottom of pile cap) :

20.1.2 450 mm dia piles metre 4800.00 2,361.15 11,333,520.00

105 20.6 Vertical load testing of piles in accordance with IS 2911 (Part IV)including installation of loading platform and preparation of pile heador construction of test cap and dismantling of test cap after test etc.complete as per specification & the direction of Engineer in-charge.

20.6.1 Single pile upto 50 tonne capacity 20.6.1.1 Initial test. per test 1.00 38,561.80 38,561.80 20.6.1.2 Routine test per test 1.00 17,422.50 17,422.50

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106 20.8 Lateral load testing of single pile in accordance with IS Code ofpractice IS : 2911 (Part IV) for determining safe allowable lateral loadon pile :

20.8.2 Above 50 tonne and upto 100 tonne capacity pile. per test 1.00 27,411.40 27,411.40

Total Pile Work 11,416,915.70

ALUMINIUM WORK

107 21.1

Providing and fixing aluminium work for doors, windows, ventilatorsand partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved makeconforming to IS: 733 and IS : 1285, fixed with rawl plugs andscrews or with fixing clips, or with expansion hold fasteners includingnecessary filling up of gaps at junctions, at top, bottom and sideswith required PVC/neoprene felt etc. Aluminium sections shall besmooth, rust free, straight, mitred and jointed mechanically whereverrequired including cleat angle, Aluminium snap beading for glazing /panelling, C.P. brass / stainless steel screws, all complete as perarchitectural drawings and the directions of Engineer-in-charge.(Glazing and panelling to be paid for separately) :

21.1.1 For fixed portion.

21.1.1.2 Powder coated aluminium (minimum thickness of powder coating 50micron) kg 991.00 377.75 374,350.25 -

108 21.1.2

For shutters of doors, windows & ventilators including providing andfixing hinges/ pivots and making provision for fixing of fittingswherever required including the cost of PVC / neoprene gasketrequired (Fittings shall be paid for separately).

21.1.2.2 Powder coated aluminium (minimum thickness of powder coating 50micron) kg 447.00 435.75 194,780.25 -

109 21.2

Providing and fixing 12mm thick Pre-laminated particle board flatpressed 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 / stainlesssteel screws etc. complete as per architectural drawings anddirections of engineer-in-charge.

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21.2.2 Pre-laminated particle board with decorative lamination on bothsides. sqm 4.00 1,089.75 4,359.00 -

110 21.3

Providing and fixing glazing in aluminium door, window, ventilatorshutters and partitions etc. with PVC/ neoprene gasket etc. completeas per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basicitem) :

21.3.2 With float glass panes of 5.50 mm thickness sqm 35.00 1,054.20 36,897.00 -

111 21.16

Providing and fixing aluminium round shape handle of outer dia.100mm with SS screws etc. complete as per direction of E-in-CHARGE

21.16.2 Powder coated minimum thickness 50 micron aluminium each 8.00 72.60 580.80 -

TOTAL ALUMINIUM WORK 610,967.30 -

WATER PROOFING

112 22.1

Providing and laying integral cement based treatment for waterproofing on horizontal surface at all depth below ground level forunder ground structures as directed by Engineer-in-Charge andconsisting of : i) Ist layer of 22mm to 25mm thick approved andspecified rough stone slab over a 25mm thick base of cement mortar1:3 (1 cement : 3 coarse sand) mixed with water proofing compoundconforming to IS:2645 in the recommended proportion over theleveling course (leveling course to be paid separately). Joints sealedand grouted with cement slurry mixed with water proofingcompound. ii) 2nd layer of 25mm thick cement mortar 1:3 (1cement: 3 coarse sand) mixed with water proofing compound inrecommended proportions. iii) Finishing top with stone aggregate of10mm to 12mm nominal size spreading @ 8 cudm/sqm thoroughlyembedded in the 2nd layer.

22.1.1 Using rough kota stone. Sqm 149.00 1,022.45 152,345.05 -

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113 22.2

Providing and laying integral cement based treatment for waterproofing on the vertical surface by fixing specified stone slab 22 mmto 25mm thick with cement slurry mixed with water proofingcompound conforming to IS:2645 in recommended proportions witha gap of 20mm (minimum) between stone slabs and the receivingsurfaces and filling the gaps with neat cement slurry mixed withwater proofing compound and finishing the exterior of stone slabwith cement mortar 1:3 (1 cement : 3 coarse sand) 20mm thick withneat cement punning mixed with water proofing compound inrecommended proportion complete at all levels and as directed byEngineer-in-charge :

22.2.1 Using rough Kota stone Sqm 112.00 1,243.25 139,244.00 -

114 22.7

Providing and laying integral cement based water proofing treatmentincluding preparation of surface as required for treatment of roofs,balconies, terraces etc consisting of following operations:a) Applying a slurry coat of neat cement using 2.75 kg/sqm. ofcement admixed with water proofing compound conforming to IS.2645 and approved by Eng-in-charge over the RCC slab includingadjoining walls upto 300mm height including cleaning the surfacebefore treatment.b) Laying brick bats with mortar using broken bricks/brick bats 25mm to 115mm size with 50% of cement mortar 1:5 (1 cement : 5coarse sand) admixed with water proofing compound conforming toIS : 2645 and approved by Engineer-in-charge over 20 mm thicklayer of cement mortar of mix 1:5 (1 cement :5 coarse sand )admixed with water proofing compound conforming to IS : 2645 andapproved by Eng-in-charge to required slope and treating similarlythe adjoining walls upto 300 mm height including rounding ofjunctions of walls and slabsc) After two days of proper curing applying a second coat of cementslurry using 2.75kg/ sqm of cement admixed with water proofing com

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d) Finishing the surface with 20 mm thick jointless cement mortar ofmix 1:4 (1 cement :4 coarse sand) admixed with water proofingcompound conforming to IS : 2645 and approved by Eng-in-chargeincluding laying glass fibre cloth of approved quality in top layer ofplaster and finally finishing the surface with trowel with neat cementslurry and making pattern of 300x300 mm square 3mm deep.e) Thewhole terrace so finished shall be flooded with water for a minimumperiod of two weeks for curing and for final test. All aboveoperations to be done in order and as directed and specified by theEng-in-Charge :

22.7.1 With average thickness of 120mm and minimum thickness atkhurra as 65 mm. sqm 727.01 1,019.05 740,859.54 -

TOTAL WATER PROOFING 1,032,448.59 -

HORTICULTURE AND LANDSCAPE WORKS

115 23.1

Trenching in ordinary soil upto a depth of 60cm including removaland stacking of serviceable materials and then disposing of byspreading and neatly levelling with in a lead of 50m and making upthe trenched area to proper levels by filling with earth or earth mixedwith sludge or/and manure before and after flooding trench withwater (excluding cost of imported earth, sludge or manure).

cum 540.00 37.10 20,034.00 -

116 23.2Supplying and stacking of good earth at site including royalty andcarriage upto 1 km (earth measured in stacks will be reduced by20% for payment). cum 1275.00 308.35 393,146.25 -

117 23.3Supplying and stacking sludge at site including royalty and carriageupto 1 km (sludge measured in stacks will be reduced by 8% forpayment). cum 212.00 239.20 50,710.40 -

118 23.5 Rough dressing the trenched ground including breaking clods.100 sqm 42.50 71.80 3,051.50 -

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119 23.6Uprooting weeds from the trenched area after 10 to 15 days of itsflooding with water including disposal of uprooted vegetation.

100 sqm 42.50 233.05 9,904.63 -

23.7 Fine dressing the ground 100 sqm 42.50 175.30 7,450.25 -

120 23.8Spreading of sludge, dump manure or/and good earth in requiredthickness (Cost of sludge, dump manure or/ and good earth to bepaid separately) cum 1487.00 25.15 37,398.05 -

121 23.13

Preparation of beds for hedging and shrubbery by excavating 60cmdeep and trenching the excavated base to a further depth of 30cm,refilling the excavated earth after breaking clods and mixing withsludge or manure in the ratio of 8:1 (8 parts of stacked volume ofearth after reduction by 20% : one part of stacked volume of sludgeor manure after reduction by 8%), flooding with water, filling withearth if necessary, watering and finally fine dressing, levelling etc.including stacking and disposal of materials declared unserviceableand surplus earth by spreading and levelling as directed, within alead of 50m lift upto 1.5 m complete (cost of sludge, manure orextra earth to be paid for separately).

cum 540.00 105.20 56,808.00 -

122 23.20

Filling mixture of earth and sludge or manure in the desiredproportion in trenches, flooding with water and levelling (cost ofsupplying earth and sludge or manure and mixing excluded).

cum 1487.00 8.60 12,788.20 -

123 23.24 Flooding the ground with water including making kiaries anddismantling the same. 100 sqm 42.50 129.50 5,503.75 -

124 NSI - 16 Supply at site weed free seletion no.1 in carpet form 100 sqm 750.00 - 700.25 525,187.50

125 NSI - 17 PLANTATIONGrevillea Robusta 8ft ht each 100.00 - 80.00 8,000.00 Alestonia Scholaris 8 ft ht each 5.00 - 80.00 400.00 Schleichera (kusum)5 ft ht each 5.00 - 200.00 1,000.00 Bottle Palm 8 ft ht each 20.00 - 1,200.00 24,000.00

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Plumerea alba 6ft ht each 5.00 - 300.00 1,500.00 Cassia fistula 4-5 ft ht each 5.00 - 60.00 300.00 Azadirecta indica 5-6 ftht each 10.00 - 60.00 600.00 Bauhinia blakena 6 ft ht each 5.00 - 60.00 300.00 Delonix regia 8 ft ht each 8.00 - 80.00 640.00 Peltophorum terocarpum 6 ft ht each 5.00 - 80.00 400.00 Acacia auriculiformis 6 ft ht each 5.00 - 60.00 300.00 Mimosops elengi 6 ft ht each 5.00 - 200.00 1,000.00 Ficus retusa 8ft ht each 5.00 - 200.00 1,000.00 Lagerstromia flosrajani 8ft ht each 5.00 - 60.00 300.00 Bombax ceiba8ft ht each 2.00 - 200.00 400.00 Chorosea spesiosa 8ft ht each 3.00 - 500.00 1,500.00 Kanak champa 8ft ht each 2.00 - 100.00 200.00 Baugenvilla 1 ft ht (Kolkata varieties) each 10.00 - 20.00 200.00 Murraya exotica (hedge ) 1 ft ht each 20.00 - 10.00 200.00 Durenta golden ( edge) 1 ft ht each 25.00 - 8.00 200.00 Cassia biflora 4ft ht 8”potted each 2.00 - 80.00 160.00 Lagerstromia indica rosea 4ft ht 8”potted each 3.00 - 80.00 240.00 Bauhinia accuminata 2ft ht 8”potted each 2.00 - 200.00 400.00 Ticoma gaurichauri 2ft ht 8”potted each 2.00 - 80.00 160.00 Nyctanthes arbor-tristis (harsingar) each 3.00 - 100.00 300.00 Plumerea champa 6 ft ht each 5.00 - 800.00 4,000.00

TOTAL HORTICULTURE AND LANDSCAPE WORKS 596,795.03 572,887.50

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18 233735.35 235453.00

19 307227.30 811250.00

20 1478156.10 2730760.00

21 159617.00 367500.00

22 0.00 1344795.00

TOTAL 2178735.75 5489758.00


PUMPS & ALLIED WORKS

BOREWELL

ABSTRACT OF COST - PLUMBING WORKS

WATER SUPPLY

SANITARY INSTALLATIONS & DRAINAGE

SEWERAGE & DRAINAGE

1


Rate Non-DSR Amount

PLUMBING WORKSUB HEAD:- 1 - SANITARY INSTALLATIONS & DRAINAGE

126 17.1 Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100mm sand cast Iron P or S trap, 10 litre low level whiteP.V.C. flushing cistern with manually controlled device (handle lever)conforming to IS : 7231, with all fittings and fixtures completeincluding cutting and making good the walls and floors whereverrequired :

1.1 17.1.1 White Vitreous china Orissa pattern W.C. pan of size 580x440mmwith integral type foot rests Each 0.00 3,392.80 -

127 17.3 Providing and fixing white vitreous china pedestal type water closet(European type) with seat and lid, 10 litre low level white vitreouschina flushing cistern & C.P. flush bend with fittings & C.I.brackets,40mm flush bend, overflow arrangement with specials of standardmake and mosquito proof coupling of approved municipal designcomplete including painting of fittings and brackets, cutting andmaking good the walls and floors wherever required :

17.3.1 W.C. pan with ISI marked white solid plastic seat and lid. Each 9.00 4,784.60 43,061.40 128 17.7 Providing and fixing wash basins with C.P. brass pillar tap, 32mm

C.P. brass waste of standard pattern, including painting of fittingsand brackets, cutting and making good the walls and floors whererequired.

17.7.2 White Vitreous china Wash basin of size 630 x 450mm with single15mm C.P brass pillar tap. Each 8.00 2,010.35 16,082.80

129 17.10 Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink asper IS 13983 with C.I. brackets and stainless steel plug 40 mmincluding painting of fittings and brackets, cutting and makinggood the walls wherever required

17.10.1 Kitchen sink with drain board17.10.1.1 610x510 mm bowl depth 200 mm. Each 3.00 7,052.15 21,156.45

130 17.30 Providing and fixing in position 25 mm diameter mosquito proofcoupling of approved municipal design. Each 3.00 38.60 115.80



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131 17.31 Providing and fixing 600x450 mm beveled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard boardground fixed to wooden cleats with C.P. brass screws and washerscomplete. Each 4.00 793.95 3,175.80

132 17.34 Providing and fixing toilet paper holder 17.34.1 C.P. brass Each 10.00 415.90 4,159.00

133 17.1 Providing and fixing PTMT Bottle Trap for Wash basin and sink.

134 17.70.1 Bottle trap 31 mm single piece moulded with heifht of 270mm,effective length of tail pipe 260mm from the centre of the wastecoupling 77mm breadth with 25mm minimum water seal, weighingnot less than 266gms. Each 9.00 494.90 4,454.10

135 17.70.2 Bottle trap 38mm single piece moulded with heifht of 270mm,effective length of tail pipe 260mm from the centre of the wastecoupling 77mm breadth with 25mm minimum water seal, weighingnot less than 266gms. Each 10.00 518.15 5,181.50

136 17.71 Providing & fixing PTMT liquid soap container 109 mm wide, 125mm high and 112 mm distance from wall of standard shape withbracket of the same materials with snap fittings of approved qualityand colour, weighing not less than 105 gms. Each 9.00 228.85 2,059.65

137 17.73 Providing and fixing PTMT towel ring trapezoidal shape 215 mmlong, 200 mm wide with minimum distances of 37 mm from wall facewith concealed fittings arrangement of pproved quality and colour,weighing not less than 88 gms. Each 9.00 541.50 4,873.50

138 17.78 Providing and fixing white vitreous china extended wall mountingwater closet of size 780x370x690 mm of approved shape includingproviding & fixing white viterous china flushing cistern with dual flushfitting, of flushing capacity 3 litre/6 litre (adjustable to 4 litre/8 litre),including seat cover, and cistern fittings, nuts, bolts and gasket etc.complete. Each 1.00 10,100.90 10,100.90

139 17.80 Providing and fixing white vitreous china battery based infraredsensor operated urinal of approx. size 610 x 390 x 370 mm havingpre & post flushing with water (250 ml & 500 ml consumption),having water inlet from back side, including fixing to wall with suitablebrackets all as per manufacturers specification and direction ofEngineer-in-charge. Each 7.00 16,724.95 117,074.65

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Rate Non-DSR Amount

140 12.22 Making khurras 45x45 cm with average minimum thickness of 5 cmcement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate of 20 mm nominal size) over P.V.C. sheet 1 m x1 m x 400micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarsesand) and a coat of neat cement, rounding the edges and makingand finishing the outlet complete.

Each 12.00 186.65 2,239.80 TOTAL CARRIED TO SUMMARY SHEET 233,735.35 NON DSR ITEMSSUB HEAD- 1 SANITARY INSTALLATIONS & DRAINAGE

141 NS-1 Providing and fixing, uPVC pipes 6 Kg/Cm2 (IS: 4985) including allfittings (plain or door) e.g. bends, junction, offsets, access pieces,jointing with rubber ring/solvent cement joints including requiredsuports,cutting chase or holes in walls and floors and making goodwhere required.( For soil,waste,and Rain Water Pipes)

a) 90 mm OD. Metre 0.00 560.00 - b) 110 mm OD. Metre 132.00 808.00 106,656.00 c) 160 mm OD. Metre 0.00 1,723.00 -

142 NS-2 Providing & fixing in position uPVC P"or S" trap of self cleaningdesign of following sizes for the embedded areas. Making properconnection with drip-seal joints, cutting chase / hole in floors /slabsand bringing the same in proper condition in cement concrete 1:2:4mix complete as required. including cost of cutting and making goodthe walls and floors where required.

a) 100 mm inlet and 100 mm outlet Each 13.00 940.00 12,220.00 143 NS-3 Providing and fixing pvc pipes conforming to I:S including all fittings,

testing, cutting holes or chases and making good where required.(For waste connections)

a) 40 mm od pipe Metre 18.00 118.00 2,124.00 b) 50 mm od pipe Metre 18.00 181.00 3,258.00 c) 63 mm od pipe Metre 26.00 291.00 7,566.00

144 NS-4 Providing and fixing C.P. brass twin coat hooks fixed on toilet doorwith C.P. brass screws including all fittings complete. Each 10.00 680.00 6,800.00

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Rate Non-DSR Amount

145 NS-5 Providing and fixing health faucet with 1 m PVC tube and swivelhook including all fittings complete. Each 10.00 1,586.00 15,860.00

146 NS-6 Providing and fixing of fully automatic "NO TOUCH" hand driersuitable to operate on 220 volts, single phase 50 hz, A.C. powersupply and directly plugged to power point complete.Fully automatic Hand Drier- .UT-508 Each 4.00 6,950.00 27,800.00

147 NS-7 Providing and fixing Grab bar 450mm Long Also available (JaguarAHS-1503) Each 1.00 1,175.00 1,175.00

148 NS-8 Providing and fixing multi-floor trap fitting with maximum 3 inlets32,40 or 50 mm size fabricated from 100/150 mm dia upvc pipesand sockets,fixed to C.I. trap with lead caulked joint and set incement concrete as per standard drawing complete.

Each 13.00 1,262.00 16,406.00 149 NS-9 Providing and fixing in position 110x63 mm uPVC reducing elbow

including fixing to floor with cement mortar Each 6.00 119.00 714.00 150 NS-10 Providing and fixing END CAP or cleanout plug( Ceiling or Floor)

with suitable inset keys for opening, male threaded joint with socketfixed to uPVC/SCI pipe complete in all respects.

110 mm OD pipe size Each 1.00 132.00 132.00 151 NS-11 Providing and fixing white vitreous china oval wash basin for

top/under counter mounting with special fabricated brackets paintedwhite, 15 mm C.P. brass central hole single lever mixing fitting withpop-up waste, 32 mm C.P. brass bottle trap and pipe to wall withC.P. wall flange and rubber adopter for waste connection complete,including cutting and making good the walls wherever required.

Oval washbasin size 550 x 445 mm (Parry Cat No. C-0431), CPbrass single lever mixing fitting with pop-up waste (Jaquar Cat. No.CON-169B with aerator) and CP brass bottle trap with pipe to walland flange (Jaquar Cat. No. ALD-769 .)

Each 1.00 16,610.00 16,610.00 152 NS-12 Providing and fixing bevelled edge mirror of superior glass ( of

approved quality complete with 10 mm thick hard board ground fixedto wooden cleates with CP brass screws and washers cpmplete.

a) 1500x1000 mm Each 1.00 6,800.00 6,800.00 b) 2250x1000 mm Each 1.00 11,332.00 11,332.00

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TOTAL CARRIED TO SUMMARY SHEET 235,453.00 DSR ITEMSSUB HEAD-2-WATER SUPPLY

153 18.8 Providing & fixing Chlorinated plolyviny Chloride (CPVC) Pipes,having thermal stabilty for hot & cold wter supply, includign all CPVCplain & brass threaded fittings, i/c fixing the pipe with clampls at 1.00m spacing. This includes jointing of pipes & fittings with one stepCPVC solvent cement and cost of cutting chases and making goodthe same including testing of joints complete as per direction ofEngineer in charge.

Concealed work, including cutting chases and making good thewalls

18.8.1 15 mm nominal outer dia pipes Metre 77.00 270.00 20,790.00 18.8.2 20 mm nominal outer dia pipes Metre 36.00 296.40 10,670.40 18.8.3 25 mm nominal outer dia pipes Metre 4.00 351.30 1,405.20 18.8.4 32 mm nominal outer dia pipes Metre 0.00 422.40 -

154 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

18.10.1 15 mm dia. nominal bore Metre 15.00 215.10 3,226.50 18.10.2 20 mm dia. nominal bore Metre 90.00 249.30 22,437.00 18.10.3 25 mm dia. nominal bore Metre 95.00 304.15 28,894.25 18.10.4 32 mm dia. nominal bore Metre 40.00 343.20 13,728.00 18.10.5 40 mm dia. nominal bore Metre 20.00 425.65 8,513.00 18.10.6 50 mm dia. nominal bore Metre 0.00 527.20 -

155 18.12 Providing and fixing G.I. pipes complete with G.I. fittings includingtrenching and refilling etc.EXTERNAL WORKS

18.12.3 25 mm dia. nominal bore Metre 30.00 257.30 7,719.00 18.12.4 32 mm dia. nominal bore Metre 300.00 281.05 84,315.00 18.12.5 40 mm dia. nominal bore Metre 0.00 334.15 - 18.12.6 50 mm dia. nominal bore Metre 0.00 399.50 - 18.12.7 65 mm dia. nominal bore Metre 0.00 524.25 - 18.12.8 80 mm dia. nominal bore Metre 35.00 637.05 22,296.75

156 18.18 Providing and fixing ball (brass) valve of approved quality. High orlow pressure, with plastic floats complete:

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Rate Non-DSR Amount

18.18.1 15 mm nominal bore. Each 0.00 288.50 - 18.18.2 20 mm nominal bore. Each 0.00 409.90 - 18.18.3 25 mm nominal bore Each 6.00 449.95 2,699.70

157 18.19 Providing and fixing gun metal non-return valve of approved quality(screwed end)

18.19.2 32 mm nominal bore.18.19.2.1 Horizontal Each 1.00 553.30 553.30 18.19.3 40 mm nominal bore.

18.19.3.1 Horizontal Each 0.00 683.75 - 18.19.6 80. mm nominal bore

18.19.6.1 Horizontal Each 7.00 2,504.30 17,530.10 158 18.32 Constructing masonry Chamber 30X30X50 cm, inside with 75 class

designation brick work in cement mortar 1:4 (1 Cement : 4 Coarsesand) for stop cock, with C.I. surface box 100*100*75 mm (inside)with hinged cover fixed in cement concrete slab 1:2:4 mix ( 1Cement : 2 Coarse sand : 4 graded stone aggregate 20mm nominalsize) necessary excavation foundation concrete 1:5:10 (1 cement : 5fine sand : 10 graded stone aggregate 40mm nominal size) andinside plastering with cement mortar 1:3 (1 cement : 3 coarse sand)12 mm thick finished with a floating coat of neat cement complete asper standard design:

18.32.1 With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 Each 6.00 1,157.75 6,946.50

159 18.38 Painting of GI pipes and fittings with synthetic enamel white paintover a ready mixed priming coat, both of approved quality for newwork.

18.38.1 15 mm dia. nominal bore Metre 15.00 9.60 144.00 18.38.2 20 mm dia. nominal bore Metre 90.00 11.35 1,021.50 18.38.3 25 mm dia. nominal bore Metre 95.00 14.95 1,420.25 18.38.4 32 mm dia. nominal bore Metre 40.00 17.70 708.00 18.38.5 40 mm dia. nominal bore Metre 20.00 21.00 420.00 18.38.6 50 mm dia. nominal bore Metre 0.00 24.75 -

160 18.40 Painting of GI pipes and fittings with two coats of anti-corrosivebitumastic paint of approved quality.

18.40.3 25 mm dia. nominal bore Metre 30.00 8.75 262.50 18.40.4 32 mm dia. nominal bore Metre 300.00 10.40 3,120.00

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Rate Non-DSR Amount

18.40.5 40 mm dia. nominal bore Metre 0.00 11.85 - 18.40.6 50 mm dia. nominal bore Metre 0.00 14.15 - 18.40.7 65 mm dia. nominal bore Metre 0.00 17.45 - 18.40.8 80 mm dia. nominal bore Metre 35.00 20.25 708.75

161 18.48 Providing and placing on terrace (at all floor levels) polyethylenewater storage tank ISI : 12701 marked with cover and suitablelocking arrangement and making necessary holes for inlet, outletand overflow pipes but without fitting and base support for tank.

Litre 2000.00 7.25 14,500.00 162 18.49 Providing and fixing C.P. brass bib cock of approved quality

conforming to IS:893118.49.1 a) 15 mm nominal bore Each 10.00 459.50 4,595.00

163 18.51 Providing and fixing C.P. brass long body bib cock of approvedquality conforming to IS standards and weighing not less than 690

18.51.1 15 mm nominal bore. Each 6.00 610.65 3,663.90 164 18.53 Providing and fixing C.P brass angle valve for basin mixer and

geyser points of approvedquality confirming to IS:893118.53.1 15 mm nominal bore Each 46.00 507.70 23,354.20

165 18.58 Providing and fixing PTMT Grating of approved quality and colour18.58.1 Circular Type

18.58.1.2 125 mm nominal dia with 25 mm waste hole Each 19.00 57.35 1,089.65 166 18.65 Providing & fixing PTMT soap dish Holder having length of

138mm,breadth 102mm, height of 75mm with concealed fittingarrangements.Weighing not less than 106gms. Each 3.00 164.95 494.85 TOTAL CARRIED TO SUMMARY SHEET 307,227.30 NON DSR ITEMSSUB HEAD- 2 WATER SUPPLY SYSTEM

167 N.S.-13 Providing and Fixing full way lever operated forged brass ball valveofbrass body with forged brass hard chromeplated steel ball tasted toa pressure not less than 15 kg/sqcm with threaded / flanged jointscomplete with nuts, bolts, gaskets, washers etc.

a) 15 mm dia Each 3.00 525.00 1,575.00 b) 20 mm dia Each 12.00 772.00 9,264.00 c) 25 mm dia Each 64.00 1,230.00 78,720.00 d) 32 mm dia Each 5.00 2,222.00 11,110.00

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Rate Non-DSR Amount

e) 40 mm dia Each 1.00 3,075.00 3,075.00 f) 50 mm dia Each 0.00 4,383.00 -

168 N.S.-14 Providing and fixing C.I. butterfly valves PN-1.0 complete with bolts,nuts, EPDM S.S. Disc flanges Lever oprated as per IS 13095complete.

a) 65 mm dia Each 0.00 2,200.00 - b) 80 mm dia Each 1.00 2,432.00 2,432.00 c) 100 mm dia Each 0.00 2,992.00 - d) 150 mm dia Each 0.00 4,980.00 -

169 NS-15 Providing and laying of HDPE pipes confirming to IS: 4984 type PE-80 (6 kg/cm2) including all fittings wherever required e.g., tees,bends of any degree, couplings, adapters, plugs, unions etc. andjointing as manufacturer recommondation etc. including necessaryexcavation and refilling complete in all respects. (For irrigation waterSupply ) 32 mm OD Each 50.00 71.00 3,550.00 50 mm OD Each 0.00 117.00 - 110 mm OD Each 1257.00 549.00 690,093.00

170 NS-16 Providing and fixing M.S. puddle flanges fabricated out of 6 mmthick M.S. plate of size 200 x 200mm plus dia of pipe of 750 mmlong pipe pieces to R.C.C. water tanks / R.C.C. walls. The entirefitting shall be hot dipped galvanised.

a) 100mm dia Each 1.00 2,638.00 2,638.00 b) 80mm dia Each 2.00 1,859.00 3,718.00 c) 65mm dia Each 1.00 1,441.00 1,441.00 d) 50mm dia Each 2.00 1,136.00 2,272.00 e) 25mm dia Each 2.00 681.00 1,362.00

TOTAL CARRIED TO SUMMARY SHEET 811,250.00 DSR ITEMS

SUB HEAD-3- SEWRAGE & DRAINAGE171 19.1 Providing, laying and jointing glazed stone ware pipes grade `A'

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

19.1.2 150 mm diameter Metre 150.00 314.35 47,152.50

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Rate Non-DSR Amount

19.1.3 200 mm diameter Metre 340.00 462.15 157,131.00 172 19.3 Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5

coarse sand : 10 gradded stone aggregate 40 mm nominal size)upto haunches of S.W. Pipes including bed concrete as perstandard design.

19.3.2 150 mm diameter Metre 150.00 456.45 68,467.50 19.3.3 200 mm diameter Metre 340.00 536.55 182,427.00

173 19.4 Providing and fixing square mouth S. W. Gully trap grade `A'complete with C.I. grating brick masonry chamber with F.P.Sbricks and water tight CI cover with frame of 300 x 300 mm size(inside) the weight of cover to be not less than 4.50 kg and frame tobe not less than 2.70 kg as per standard design

19.4.2 150 x 100 mm. size P type19.4.2.1 With common burnt clay F.P.S. (non modular) bricks of class Each 6.00 1,594.35 9,566.10

174 19.6 Providing and laying non-pressure NP2 class (light duty) R.C.C.pipes with collars jointed with stiff mixture of cement mortar in theproportion of 1:2 (1 cement : 2 fine sand) including testing of jointsetc complete :

19.6.2 150 mm diameter R.C.C pipes Metre 650.00 348.30 226,395.00 19.6.4 250 mm diameter R.C.C pipes Metre 0.00 468.60 -

175 19.7 Constructing brick masonry manhole in cement mortar 1:4 ( 1cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominalsize), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8graded stone aggregate 40 mm nominal size), inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand)finished with floating coat of neat cement and making channels incement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20 mm nominal size) finished with a floating coat of neatcement complete as per standard design :

19.7.1 Inside size 90x80 cm and 45 cm deep including C.I. cover withframe (light duty) 455x610 mm internal dimensions, total weight ofcover and frame to be not less than 38 kg (weight of cover 23 kgand weight of frame 15 kg) :

19.7.1.1 With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 Each 8.00 8,507.00 68,056.00

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Rate Non-DSR Amount

176 19.8 Extra for depth for manholes19.8.1 Size 90x80 cm19.8.1.1 With common burnt clay F.P.S. (non modular) bricks of class

designation 7.5 Metre 1.00 5,638.20 5,638.20 177 19.9 Constructing brick masonry circular type manhole 0.91 m internal dia

at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4coarse sand), in side cement plaster 12 mm thick with cementmortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat ofneat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarsesand : 6 graded stone aggregate 40 mm nominal size), and makingnecessary channel in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finished witha floating coat of neat cement, all complete as per standard design :

19.9.1 0.91 m deep with S.F.R.C. cover and frame (heavy duty, HD-20grade designation) 560 mm internal diameter conforming toI.S.12592, total weight of cover and frame to be not less than 182kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4graded stone aggregate 20 mm nominal size) including centering,shuttering all complete. (Excavation, foot rests and 12mm thickcement plaster at the external surface shall be paid for separately) :


178 19.10 Extra for depth for circular manhole 0.91m internal dia at bottomwith beyond 0.91m to 1.67m.

19.10.1 With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 Metre 1.50 4,842.40 7,263.60

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Rate Non-DSR Amount

179 19.11 Constructing brick masonry circular type manhole 1.22 m internal diaat bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4coarse sand), in side cement plaster 12 mm thick with cementmortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat ofneat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarsesand : 6 graded stone aggregate 40 mm nominal size), and makingnecessary channel in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finished witha floating coat of neat cement, all complete as per standard design :



180 19.12 Extra for depth for circular manhole 1.68m internal dia (at bottom)beyond 1.68 m to 2.29m.

19.12.1 With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 Metre 2.00 6,270.70 12,541.40

181 19.13 Constructing brick masonry circular type manhole 1.52 m internal diaat bottom and 0.56m dia at top in cement mortar 1:4 (1 cement :4coarse sand), in side cement plaster 12 mm thick with cementmortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat ofneat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarsesand : 6 graded stone aggregate 40 mm nominal size), and makingnecessary channel in cement concrete 1:2:4 (1 cement : 2 coarsesand : 4 graded stone aggregate 20 mm nominal size) finished witha floating coat of neat cement, all complete as per standard design :

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Rate Non-DSR Amount


19.13.1.1 With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5

Each4.00

34,976.25 139,905.00

182 19.14 Extra for depth for circular manhole 1.52m internal dia at bottomwith beyond 2.30m.

19.14.1 With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5

Metre1.00 14,842.95 14,842.95

183 19.16 Providing and fixing orange colour safety foot rest of minimum 6 mmthick plastic encapsulated as per IS : 10910 on 12 mm dia. steel barconforming to IS: 1786 having minimum cross section as 23 mm x25 mm and over all minimum length 263 mm and width as 165 mmwith minimum 112 mm space between protruded legs having 2 mmtread on top surface by ribbing or chequering besides necessary andadequate anchoring projections on tail length on 138 mm as perstandard drawing and suitable to with stand the bend test andchemical resistance test as per specifications and havingmanufacturer's permanent identification mark to be visible even afterfixing, including fixing in manholes with 30 x 20 x 15 cm cementconcrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20 mm nominal size) complete as per design.

Each 80.00 311.60 24,928.00 184 19.27 Constructing brick masonry road gully chamber 50 x 45 x 60 cm with

bricks of class designation 75 in cement mortar 1:4 (1 cement : 4coarse sand) including 500 x 450mm precast RCC horizontal gratingwith frame complete as per standard design.

19.27.1 With common burnt clay F.P.S. (non modular) bricks of classdesignation 7.5 Each 85.00 3,957.50 336,387.50 TOTAL CARRIED TO SUMMARY SHEET 1,478,156.10

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Rate Non-DSR Amount

NON DSR ITEMS

SUB HEAD-3- SEWRAGE & DRAINAGE

185 NS-14 Supply, Installation,Testing & Commissioning prefabricated SewageTreatment Plant of 10 KLD Capacity based on Moving Bed BioReactor Process . Vendor has to get approval from client/Archetect/Cunsultant on complete design parameters, necessarydrawings, BOQ before execution

Each 1.00 - 2,350,000.00 2,350,000.00 186 Providing all material & constructing brick masonary recharge pit of

4.0x3.5 x 3.5 m depth with brick work in cement mortar 1:4 ( 1cement : 4 coarse sand) with 100mm dia weep holes at side walls @500 mm vertically& horizontally center to center, 200 mm thick RCCtop slab in cement concrete (1:2:4 ) along with periferial & two nos.of intermediate RCC beams of size 250 x 450mm R/ F of slab 12mm tor steel at bottom and 10 mm at topwith a spacing of 125 mmc/c, 4 nos 16 mm tor steel bars at bottom & 2 nos. 12 mm tor steelbars at top for beams with 8 mm stirrups @ 150 mm c/c, 2 nos.heavy duty SFRC cover of 560 mm dia,poly propelene coated rungs@ 300 mm c/c embeded in CC ( 1 : 2 : 4 ) blocks of 200 x 200 x 200 mm, 150 mm thick PCC in 1: 4 : 8 below footing with 150 mmprojection, internal & external plaster in CM 1 : 4, necessaryexcavation, backfilling & disposal of surplus earth upto a lead of 50mcomplete in all respect including drilling percolation Bore Hole of200/250 mm dia upto 50 meter depth with reverse rotary method inall types of soil including costs for mobilisation of Rig, including deve

engineer-in- charge) Each 1.00 335,000.00 335,000.00

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Rate Non-DSR Amount

187 Providing and constructing brick masonry desilting chamber of size200x150xupto300 cms depth inside with 75 class designation brickwork 345mm/230mm thick in cement mortar 1:4 (1cement:4 coarsesand) with weep holes all around , SFRC cover heavy duty 560mmdia and 150 mm thick R.C.C. top slab 1:2:4 mix(1 Cement : 2coarse sand : 4 graded stone aggregate 20mm nominal size)including necessary excavation, back filling, disposal of surplus earthas directed, foundation concrete 1:5:10 mix (1 cement : 5 fine sand :10 graded stone aggregate 40mm nominal size) below masonrywalls with 150mm projection at either side including necessary bafflewall inside(as per std. drawing) , excavation,back filling and disposalof surplus earth upto a lead of 200 mtr., poly propelene coated Each 1.00 45,760.00 45,760.00 TOTAL CARRIED TO SUMMARY SHEET 2,730,760.00 DSR ITEMSSUB HEAD 4-BOREWELL

188 24.1 Boring/drilling bore well of required dia for casing / strainer pipe, bysuitable method prescribed in IS:2800 (part I), including collectingsamples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as perdirection of Engineer - in-charge, upto 90 metre depth below groundlevel.

24.1.2 Rocky strata including Boulders24.1.2.3 400mm dia Mtr 50.00 1,090.55 54,527.50

189 24.2 Boring/drilling bore well of required dia for casing / strainer pipe, bysuitable method prescribed in IS:2800 (part I), including collectingsamples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools,plants & machineries required for the job, all complete as perdirection of Engineer - in-charge, beyound 90 metre & upto 150metre depth below ground level.

24.2.2 Rocky strata including Boulders24.2.2.3 400mm dia Mtr 0.00 1,287.80 -

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190 24.10 Supplying, assembling, lowering and fixing in vertical position inbore well, ERW (Electric Resistance Welded) FE 410 mildsteel screwed and socketed/ plain ended c asing pipes of requireddia, conforming to IS: 4270, of reputed & approved make, includingpainted with outside surface with two coats of anticorrosivepaint of approved brand and manufacture, including requiredhire & labour charges, fittings & accessories, all complete, forall depths, as per direction of Engineer- in-charge.

24.10.3 200 mm nominal size dia having minimum wall thickness 5.40 mm Mtr 50.00 1,638.55 81,927.50 191 24.8 Gravel packing in tubewell construction in accordance with IS: 4097,

including providing gravel fine/ medium/ coarse, in required grading& sizes as per actual requirement, all complete as per direction ofEngineer- in -charge. Cum. 15.00 987.85 14,817.75

192 24.12 Development of tube well in accordance with IS:2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sandcontent (beyond permissible limit), with required capacity aircompressor, running the compressor for required time till well is fullydeveloped, measuring yield of well by ''V'' notch method or any otherapproved method, measuring static level & draw down etc. by stepdraw down method, collecting water samples & getting tested inapproved laboratory, i/c disinfection of tubewell, all complete,including hire & labour charges of air compressor, tools &accessories etc., all as per requirement and direction of Engineer-in-Charge.

Hour 10.00 677.10 6,771.00 193 24.13 Providing and fixing suitable size threaded mild steel cap or spot as

per requirement, all complete for borewell of24.13.3 200 mm nominal size dia Each 1.00 243.90 243.90

194 24.14 Providing and fixing M.S. clamp of required dia to the top ofcasing/ housing pipe of tubewell as per IS: 2800 (part I), includingnecessary bolts & nuts of required size complete

24.14.3 200 mm nominal size dia Each 1.00 1,329.35 1,329.35 5.1 P/L R.C.C. upto plinth level :

5.1.3 1:2:4(1 cement: 2 coarse sand: 4 graded stone aggregate 20mmnominal size) mix for sanitary sealing of well at top (approx. 5m fromtop). Cum. 0.00 3.20 -

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TOTAL CARRIED TO SUMMARY SHEET 159,617.00 NON DSR ITEMS

SUB HEAD 4- BOREWELL195 NS-9 Supply, installation testing & commissioning of submersible pumping

set suitable to operate on 410 volts 3 phase 50 HZ A.C. powersupply including water proof joint free cable, motor control panel, 50mm dia, G.I. pipe (medium class) column with fittings, clamps etc.complete in all respect as per details given below :

Pump to be lowered below ground at : 170 MPump capacity : 15000 litres/hrHead : 100 MH.P : 10 ( Approx) Sets 1.00 367,500.00 367,500.00

TOTAL CARRIED TO SUMMARY SHEET 367,500.00 NON DSR ITEMS

196 NS-14 SUB HEAD NO. 5 PUMPS & ALLIED WORKS

1.2 Supply, installation, testing & commissioning of vertical/ Horizontalinline multistage pumping set (Imported) with Stainless steel-304body, Stainless steel-304 impeller, Stainless steel-304 casing, shaftof Stainless steel-316 and C.I. base & head with mechanical seal,connected to a TEFC induction motor suitable for 415+/- 10%volts, 3 phase 50 cycles A.C. supply with 150 mm dia pressuregauge with gunmetal isolation cock, vibration eliminating padsunder foundations, 80x40 mm I section base plate bolted to cementconcrete foundations complete.Vendor to submit performancecurves and technical catalogue of the proposed model for reviewand information.

1.2.1 Filter Feed PumpsSet of Two pumps (1 Working + 1 Standby)Capacity - 85 LPMHead - 25.0 Mtr. Set 1.00 135,000.00 135,000.00

1.2.3 Garden Irrigation Pumps

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Set of two pumps (1 Working + 1 Standby)Capacity - 50 LPMHead - 30.0 Mtr. Set 1.00 95,000.00 95,000.00

1.2.3 Domestic Water transfer PumpsSet of two pumps (1 Working + 1 Standby)Capacity - 50 LPMHead - 50.0 Mtr. Set 1.00 135,000.00 135,000.00

197 1.3 Supply, installing, testing and commissining of submersible singlestage single entry pumps with C.I.body and C.I. two vane enclosedtype impeller connected to TEFC submersible motor for 415 + 10%volts, 3 phase, 50 cycles A.C. power supply with mechanical seal,pump connector unit with rubber diaphram and bend, verticaldischarge pipe, guide pipe and chain in built level controller,sequence running controller, dry running Protection complete in allrespects. (Pumps shall be installed in a set of two pumps One workingand One standby)

1.3.1 Basement Drainage Sump Pumps(Pumps to be suitable to handle solids upto 12 mm size) Capacity - 4.0 LPS (Each)Head - 10 M Set 1.00 140,000.00 140,000.00

198 1.4 Providing and laying G.I. "C class" pipes and fittings conforming toIS: 1239 (Heavy class) with fittings, union and clamps includingcutting holes in wall, makes chases in wall and making good thesame in cement mortar 1:2 (1cement : 2 coarse sand) as directedby Project Manager complete in all respects for internal worksincluding pipe supports with galvanised M.S. slotted angle iron,clamps, spacers as required and making good wherever required.

1.4.1 50 mm dia Mtr 20.00 628.00 12,560.00 1.4.2 65 mm dia Mtr 20.00 830.00 16,600.00 1.4.3 80 mm dia Mtr 10.00 1,050.00 10,500.00 1.4.4 100 mm dia Mtr 0.00 1,656.00 - 1.4.5 150 mm dia Mtr 0.00 2,534.00 -

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199 1.5 Painting of G.I. pipes with two or more coats of synthetic enamelpaint of approved quality over a coat of red oxide zinc chromateprimer as directed by the Engineer-in-Charge (shade as per pipecolour code).

1.5.1 50 mm dia Mtr 20.00 21.00 420.00 1.5.2 65 mm dia Mtr 20.00 27.00 540.00 1.5.3 80 mm dia Mtr 10.00 32.00 320.00 1.5.4 100 mm dia Mtr 0.00 42.00 - 1.5.5 150 mm dia Mtr 0.00 50.00 -

200 1.6 Providing and fixing cast iron double flanged butterfly valves (PN-16)complete with 2 nos. matching flanges,bolts, nuts, 3.0 mm thickinsertion neoprene gasket.

1.6.1 50 mm dia Each 1.00 2,990.00 2,990.00 1.6.2 65 mm dia Each 1.00 3,556.00 3,556.00 1.6.3 80 mm dia Each 1.00 3,773.00 3,773.00 1.6.4 100 mm dia Each 0.00 4,676.00 - 1.6.5 150 mm dia Each 0.00 6,858.00 -

201 1.7 Providing and fixing of cast iron double flanged dual plate type checkvalves (PN-16) including 2 nos. matching flanges, nuts, bolts, 3.0mm thick thick insertion neoprene gasket.

1.7.1 50 mm dia Each 0.00 3,005.00 - 1.7.2 65 mm dia Each 1.00 2,850.00 2,850.00 1.7.3 80 mm dia Each 1.00 4,174.00 4,174.00 1.7.4 100 mm dia Each 0.00 4,768.00 -

202 1.8 Providing & fixing of resilient rubber neoprene lined style archvibration eliminators suitable for raw water upto pressure 20 kg/cm2.

1.8.1 50 mm dia Each 12.00 4,042.00 48,504.00 1.8.2 65 mm dia Each 4.00 4,935.00 19,740.00 1.8.3 80 mm dia Each 4.00 5,620.00 22,480.00

203 1.9 Providing and fixing of CI Y type suction strainer with gunmetal orbrass internal parts installed outside water tanks.

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1.9.1 65 mm dia Each 2.00 13,350.00 26,700.00 1.9.2 80 mm dia Each 0.00 16,642.00 -

0.00204 1.10 Providing and fixing forged brass ball valve of brass body with hard

chrome plated steel ball inside PTFE (Teflon) seat & ring withchrome plated centre handle with female BSP threads complete inall respects.

1.10.1 32 mm dia Each 2.00 1,610.00 3,220.00 1.10.2 40 mm dia Each 2.00 2,471.00 4,942.00

205 1.11 Controllers with low voltage relays, stainless steel probes and PVCshroud, wiring from tank top to probes of required length. (No ofprobes as required for function of each controller).

1.11.1 For Filter Feed Pumps206 To cut off duty pump on low water level in the UG Raw water tank

and high water level in the UG Domestic water tank and To startpump at low water level in the UG Domestic water tank. Each 1.00 3,750.00 3,750.00

1.11.2 For Drainage Sump Pumps.

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207 To cut off duty pump on low water level in the sump, To start pumpat high water level in the sump and both pumps start when waterover flowing. Each 1.00 3,676.00 3,676.00

208 1.0 WATER TREATMENT PLANT1.1 Supply, installation, testing & commissioning of vertical self

supporting filtration unit fabricated from MS sheet as per IS: 2825,(minimum thickness of shell 6mm and dished end 8mm) pressuregauges, sample cock, GI class 'C' face piping, CI butterfly valvesand all accessories , with initial charge of filter media includinganthracite, 600 mm depth of graded sand gravel and 600 mm depthof anthracite painting inside with epoxy paint and outside with twocoat of red oxide primer and two or more coat of synthetic enamelpaint, testing and commissioning complete.

1.1.1 Dual Media FilterCapacity- 5000 lph Filtration rate - 12500 lph/sqmFilter dia approx. - 500 mmWorking pressure : 3.0 Kg/sq cm. Test pressure : 4. 5 Kg/sq cm Each 1.00 115,000.00 115,000.00

1.1.2 Activated Carbon FilterCapacity- 5000 lph Filtration rate - 12500 lph/sqmFilter dia approx. - 550 mmWorking pressure : 3.0 Kg/sq cm. Test pressure : 4. 5 Kg/sq cm Each 1.00 135,000.00 135,000.00

209 1.2 Supply, installation, testing & commissioning of metering pump typechemical doser with motorize ajector, shaft & blade SS 304 materialwith 100 lits. PVC/HDPE solution tank, injection fitting assembly,suction and delivery hose upto the point of injection, capacity 0-6lph, complete in all respects. Each 1.00 34,000.00 34,000.00 Water Supply Pumps PanelINCOMER1 Nos.63 A TPN MCCB (25 KA) METERING & INDICATION1 set of R,Y,B phase indicating lamps

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Digital Multifunction meter for Voltage, Current & KW with selectorswitch. Each with 3nos. Of 2A SP MCB & 3nos 125/5A CTs(125A/500V) rating.BUS-BAR1 Set of 100A TPN Aluminium Bus Bar with colour coded PVCSleevesOUTGOINGS8 Nos. 16/25/32A DP MCB (10 KA) C curve05 Nos. DOL starter with self illuminated Push button for ON & OFFand suitable rating of contactor and O/L relays,indication lampssuitable for 3 HP Motor.03 Nos. DOL starter with self illuminated Push button for ON & OFFand suitable rating of contactor and O/L relays,indication lampssuitable for 1.5 HP Motor.Supply of Water Pump Panel as described above. Each 1.00 330,500.00 330,500.00 Receiving, fixing, testing & commissioning of Water PumpPanel as described above Each 1.00

34,000.00 34,000.00

Note:

TOTAL CARRIED TO SUMMARY SHEET - 1,344,795.00

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23 PIPING, HYDRANT AND ACCESSORIES SYSTEM 0.00 5397257.00

24 FIRE PUMPS & EQUIPMENTS 0.00 1762500.00

TOTAL 0.00 7159757.00


ESTIMATE FOR FIRE FIGHTING WORKS AT INTERMODAL TERMINAL, VARANASI

ABSTRACT OF COST

1


Rate Non-DSR Amount

FIRE FIGHTING WORKSUB HEAD - I :- PIPING, HYDRANT AND ACCESSORIESSYSTEM

210 NS-1

Providing, laying, jointing and testing of following sizes of pipesconforming to IS-1239 with all accessories like all fittings includingtees, elbows, reducers, flanges, rubber gaskets, nuts bolts,washer. And fixing the pipe on floor / wall /ceiling with suitable sizeclamps, hangers, structural steel supports as per specification. AndG.I. pipe sleeve to be provided wherever the pipes are crossing thewalls/floors and sealing the sleeves as per consultants requirementsincluding cutting holes and chases in brick, R.C.C work and makinggood the same to original conditions complete in all respects. Pipeshall be MS black as per IS-1239 heavy grade and fitting for 40 mmand below be of screwed fittings and above BW 'C' class fittings

For Fire System - M.S. `C' Heavy class pipe1.1 25 mm dia RM 0.00 287.00 - 1.2 32 mm dia RM 0.00 370.00 - 1.3 40 mm dia RM 0.00 430.00 - 1.4 50 mm dia RM 0.00 606.00 - 1.5 65 mm dia RM 0.00 794.00 - 1.6 80 mm dia RM 30.00 967.00 29,010.00 1.7 100 mm dia RM 0.00 1,423.00 - 1.8 150 mm dia RM 0.00 2,086.00 -

211 NS-2

Providing two coats of synthetic enamel paint of approved shadeover a coat of primer. Including painting of legends both directionarrow as per the approval of the architects / consultants.

2.1 25 mm dia RM 0.00 16.00 - 2.2 32 mm dia RM 0.00 17.00 -



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2.3 40 mm dia RM 0.00 21.00 - 2.4 50 mm dia RM 0.00 25.00 - 2.5 65 mm dia RM 0.00 27.00 - 2.6 80 mm dia RM 30.00 29.00 870.00 2.7 100 mm dia RM 0.00 31.00 - 2.8 150 mm dia RM 0.00 38.00 -

212 NS-3

Providing, laying, jointing and testing in trenches the following sizesof M.S. class `C' (heavy class) pipes conforming to IS:1239 withaccessories like fittings including tees, elbows, reducers, flanges,rubber gaskets, G.I. nuts, bolts and washers and providing 150mmthick fine sand layer all around the pipe, including excavation in allkind of soil/ hard rock, refilling, ramming and removing the excavatedsurplus material and making good the same complete asrequired.and providing anti corrosive treatment (coating andwrapping) with 4 mm thick anti corresive tape as per IS :10221complete as required. (for external works)

3.1 80 mm dia RM 0.00 1,159.00 -3.2 150 mm dia RM 1425.00 2,503.00 3,566,775.00

213 NS-4

Supply, Installation, Testing & Commissioning of Double headed,Gunmetal ISI marked oblique pattern hydrant landing valve with 80mm dia flange inlet and 63 mm dia instantaneous type female out letcomplete with gunmetal cap and G.I chain twist release type plugand all accessories as per IS:5290-1983

Each 30.00 15,868.00 476,040.00

214 NS-5

Providing & fixing Controlled Percolating (CP) Hose ISI marked(IS:8423) 63 mm dia x 15 m long complete with instantaneous typegunmetal 63 mm dia ISI marked Male & Female couplings (IS:903)bound and riveted to hose pipe with copper rivets and 1.5 mmcopper wire.brusting pressure not less than 22 Kg/Sqcm. (twonos. for each hydrant-valve)

Each 60.00 6,154.00 369,240.00

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215 NS-6Providing & Fixing Gun-metal 63 mm dia short size branch pipeswith 20 mm dia nozzle with 63 mm instantaneous coupling ISImarked (IS:903) Each 30.00 2,838.00 85,140.00

216 NS-7 Providing and fixing standard firemans axe with heavy rubberhandle. Each 30.00 622.00 18,660.00

217 NS-8

Providing and fixing weather proof cabinet of size not less than 0.75x 0.6 x 0.25 mtr made out of M.S. sheet not less than 1.5 mm thickhaving central opening and 4 mm thick glazed glass doors (Twonos.) suitably marked on the outside 'with the letters "FIRE HOSE"including necessary locking arrangement and painting in red coloursuitable to accommodate, external yard hydrant valve, 2 nos 15mtr long Hose pipe, branch pipe, nozzle and fire man's axe. It shallbe mounted on boundary wall complete as required.

Nos. 30.00 8,509.00 255,270.00

218 NS-9Providing and fixing dial type pressure gauge with isolation cockand copper pipe on main header Dial diameter 100 mm celebration0-14 / sq. cm. Each 30.00 881.00 26,430.00

219 NS-10Providing and fixing Fire Extinguishers (A, B, C type powder/CO2type) complete with all accessories as per manufacturersspecifications.

Capacity 4.5 Kg (CO2 type) Nos. 7.00 8,411.00 58,877.00 Capacity 6 Kg Nos. 7.00 6,689.00 46,823.00 Capacity 9 Kg Nos. 7.00 9,306.00 65,142.00

220 NS-11ISI marked fire extinguisher Mech. Foam type capacity 50 litres withgunmetal cap and nozzle, trolly mounted and complete in allrespects including initial fill Each 1.00 33,105.00 33,105.00

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Rate Non-DSR Amount

221 NS-12

ISI marked (IS:2878) Fire and wall suspension bracket, Extinguisher,Trolley mounted carbon-dioxide type capacity 22.5 Kg. Flat baseincluding valve, discharge hose of not less than 10mm dia 1m longcomplete in all respects including wheeled trolley, carrying handleand initial fill with CO2 gas as per IS: 307-1996 filled to a filling ratioof not more than 0.667.

No. 1.00 28,886.00 28,886.00

222 NS-13Providing and fixing gun metal ball valve suitable for pressure 15Kg/Cm2 and confirming to IS: 778 of the following size includingproviding necessary union / flange

25 mm dia Each 0.00 741.00 -

223 NS-14Providing & fixing of butterfly valve suitable for pressure 15Kg/Sqcm. with flanges, nut bolts & gaskets complete required.

80 mm dia Each 0.00 1,950.00 - 100 mm dia Each 0.00 2,426.00 - 150 mm dia Each 5.00 3,343.00 16,715.00 200 mm dia Each 0.00 6,495.00 -

224 NS-15

Providing & fixing cast iron Slim seal dual type non-return valves(PN1.6) complete with matching flanges, rubber insertion, nuts, boltsand washer complete as required.etc. of following sizes.

150 mm dia Nos. 3.00 8,401.00 25,203.00

225 NS-16

Providing & fixing Air Cushion tank (Air - vessel) 250 mm dia x 1.0 Mhigh with dished top made of minimum 6 mm thick M.S Sheet pipe/plate complete with 25 mm dia brass . Air Valve (Ball type) 25 mmdia stopcock. Nipple tees. Elbows and all accessories as requiredincluding fixing brackets. Each 0.00 1,195.00 -

226 NS-17Providing and fixing Orifice plate made out of 8mm thick stainlessplate for pipe to reduce pressure upto 3.5 kg/sqcm complete in allrespects

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150 mm dia Each 0.00 2,924.00 -

227 NS-18

Providing and fixing inlet breeching having C.I. body four way gunmetal 63 mm dia instantaneous inlets conforming to IS 903 fittedwith non return valves, 25 mm dia gun metal drain cock, blankcap, brass chains and 150 mm dia flanges with all accessoriessuitable for local fire tender complete as required.

No. 1.00 14,506.00 14,506.00

228 NS-19

Providing & fixing Gunmetal fire Brigade Suction hose coupling(Draw out Connection) with nut for female coupling as per IS:902-1974 complete with 100mm dia. 1 No C.I Foot valve flanged (to beconnected to static water tank) Each 1.00 6,908.00 6,908.00

229 NS-20

Providing and fixing inlet breeching having C.I. body Two way gunmetal 63 mm dia instantaneous inlets conforming to IS 903 fittedwith non return valves, 25 mm dia gun metal drain cock, blankcap, brass chains and 150 mm dia flanges with all accessoriessuitable for local fire tender complete as required in Down ComerRiser Nos. 1.00 9,601.00 9,601.00

230 NS-21

Providing and fixing suction & delivery headers of required lengthfabricated from 6mm thick M.S. rolled and welded pipe suitable for15 Kg/Sqcm working pressure with end flange connections havinginlet&outlet flanged connections as per drawing. 150 mm diapressure gauge with stop cock. Including supports from wall, floors& ceiling complete as required.

28.1 150 mm dia RM 25.00 2,086.00 52,150.00 28.2 200 mm dia RM 15.00 2,951.00 44,265.00 28.3 250 mm dia RM 10.00 3,696.00 36,960.00 28.4 300 mm dia RM 5.00 4,357.00 21,785.00

231 NS-22Providing and laying Cement concrete for anchor / thrust blocksof 1:4:8 [1 cement : 4 fine aggregate : 8 coarse aggregate, 40 mmnominal size as per standard design cum 5.00 1,908.00 9,540.00

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232 NS-23

Providing & fixing double flanged flexicon rubber expansion joint withunit control of standard length as per maufacturers specs. Tested toa pressure of 15Kg/Sqcm including rubber gaskets, flanges, nuts,bolts and washers complete as required.

31.1 100mm dia Each 10.00 2,183.00 21,830.00 31.2 150 mm dia Each 16.00 3,093.00 49,488.00

233 NS-24

Providing and fixing C.I. 'POT' strainer with bronze perforatedsheet basket tested to a pressure of 15 Kg/sqcm includingrubber gasket, flanges, nuts, bolts and washers, complete asrequired.

32.1 200 mm dia No. 1.00 28,038.00 28,038.00

TOTAL OF EXTERNAL SERVICES 5,397,257.00

SUB HEAD-II-: FIRE PUMPS & EQUIPMENTS

234 NS-25Supply (installation, testing and commissioning) of electricallydriven fire-pump, suitable for automatic operation consisting of thefollowing :

Horizontally mounted end suction centrifugal pump, suitable foroperation on 415 volts ± 10%, 3 phase, 50 HZ A.C supply,complete with flexible coupling and coupling guard as required. Firepump having C.I. body, bronze impeller and S.S. Shaft withmechanical seal, capable for delivering 2280 Lpm water at 55mts.head to ensure a minimum pressure of 4kg/cm2 at the farthesthydrant. Complete with necessary pressure gauge with gun metalshut off cock on delivery side. The pump should meet the conditionof Local fire Authority).

Squirrel cage induction motor, TEFC type suitable for operation on415 volts, 3 phase 50 HZ A.C supply, for the above pump withsynchronous speed of 2900 RPM.

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Rate Non-DSR Amount

Common base plate for (a) and (b) from M.S. Channel for requiredsize.

Suitable cement concrete foundation with cement concrete plastercomplete with antivibration arrangement of cushy foot mountings.

Each 1.00 425,000.00 425,000.00

235 NS-26Supply, installation, testing and commissioning of Diesel Enginedriven fire pump suitable for automatic operation comprising of thefollowing :

Horizontally mounted end suction centrifugal pump, suitable foroperation on 415 volts ± 10%, 3 phase, 50 HZ A.C supply,complete with flexible coupling and coupling guard as required. Firepump having C.I. body, bronze impeller and S.S. Shaft withmechanical seal, capable for delivering 2280 LPM of water at 55 mts. head to ensure a minimum pressure of 4kg/cm2 at the farthesthydrant. Complete with necessary pressure gauge with gun metalshut off cock on delivery side. The pump should meet the conditionof Local fire Authority).

Water Cooled Diesel engine of speed 1800 RPM for the abovepump with automatic starting mechanism and other accessoriesincluding fuel tank (fabricated from 3mm MS sheet painting with twocoats of synthetic enamel paint over a coat of primer) capacity 600Its (fitted with Magnetic oil level indicator, MH with cover drain valve,Air vent hydraulic pumps including structural supports (painted withapproved shade), 2 Nos. x 12 volt battery, heat exchanger withnecessary piping connections & fittings flexible coupling, couplingguard & exhaust pipe as per drawing complete as required.

Common base plate for (a) and (b) from M.S. channel of requiredsize.

Suitable cement concrete foundation with plaster, Antivibrationarrangement of cushy foot mountings.

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Rate Non-DSR Amount

24 volts, 180 AH Lead battery - Exide make ( 12 volts-2 Nos) withboost / trickle charger for starting the engine automatically asrequired. Each 1.00 735,000.00 735,000.00

236 NS-27 Supply, installation, testing and commissioning of jockey pumpcomprising of the following :

Horizontally mounted end suction centrifugal pump, suitable foroperation on 415 volts ± 10%, 3 phase, 50 HZ A.C supply,complete with flexible coupling and coupling guard as required. Firepump having C.I. body, bronze impeller and S.S. Shaft withmechanical seal, capable for delivering 180 LPM of water at 55mts.head to ensure a minimum pressure of 4kg/cm2 at the farthesthydrant. Complete with necessary pressure gauge with gun metalshut off cock on delivery side. The pump should meet the conditionof Local fire Authority).

Squirrel cage induction motor TEFC type for operation on 415 V, 3phase 50 HZ AC supply for the above pump with a synchronousspeed of 2900 R.P.M. with flexible coupling and coupling guardetc. as required.

Common base plate for (a) and (b) from M.S. channel as requiredsize.

Suitable cement concrete foundation with plaster, Antivibrationarrangement of cushy foot mounting. Each 1.00 185,000.00 185,000.00

237 NS-28

Providing, fixing, testing and commissioning of pressure vessel (450mm dia & 2000 mm height) for pressurization of fire systemcomplete with pressure switches with isolation valves, pressuregauge with isolation valve, valves at outlet / drain to operate as peroperating sequences including 25 mm dia drain valve, air releasevalvewith stop cock on the top Duly painted from inside and outsidecomplete as required.

each 1.00 42,500.00 42,500.00

238 30 FIRE FIGHTING PUMP PANEL

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Rate Non-DSR Amount

A INCOMER

i) 1No. 200 A TP&N MCCB(25 KA)

B METERING & INDICATION

i) 1 set of phase indicating lamps

ii) 1 set of Voltmeter (0-500V) with Built-in VSS with 3 nos. 2A SPMCB

iii) 1 set Ammeter (0-200A) with ASS and 3 nos.200/5A, CT's

C BUS-BAR

i) 1 Set of 300A TPN Aluminium Bus Bar with colour coded PVCSleeves

D OUTGOINGS

i) 2 Nos. 125A TP MCCB (25 KA) ii) 2 No. 32A TP MCB (10 KA) C curve iii) 1 No. 20A DP MCB (10 KA) C curve iv) 1 No. 32A FP MCB (10 KA) C curve

v)1 Nos. of S/D starter with self illuminated Push button for ON & OFFand suitable rating of contactor and O/L relays, suitable for 55 HPPump.

vi)1 No. DOL starter with self illuminated Push button for ON & OFFand suitable rating of contactor and O/L relays, suitable for 5 HPMotor.

vii) 1 No. AMF Panel for diesel engine, interlocked with Fire Pumpmotor with all control wiring complete

NOTE : The starters of Fire Fighting Pump shall be interlocked withthe Pressure switch.

Providing,Fixing,testing & Commissining of Fire FightingPump Panel as described above each 1.00 375,000.00 375,000.00 Note:

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Rate Non-DSR Amount

Contractor shall include in his rates for providing level controllers,switches, wiring, cabling from level controller to panel etc. completeas required to operate the system automatic/manual and pump shallbe protected against running dry.

TOTAL OF PUMPS & EQUIPMENTS 1,762,500.00

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SL.NO DESCRIPTION DSR AMOUNT NON DSR AMOUNT

PART - I - INTERNAL EI & FANS 1719179.00 1492818.00

PART - II - ELECTRIC SUBSTATION 553931.00 7343065.00

PART - III - EXTERNAL ELECTRIFICATION 488537.00 6972937.00

TOTAL 2761647.00 15808820.00



ABSTRACT OF COST - ELECTRICAL WORKS

SL.NO DESCRIPTION DSR AMOUNT NON DSR AMOUNTPART-I

25 WIRING 945043.00 18313.00

26 FITTINGS AND FIXTURES 68357.00 646809.00

27 MAIN BOARDS & DISTRIBUTION BOARDS 91072.00 47556.00

28 EARTHING 614707.00 0.00

29 MISCELLANEOUS ITEMS 0.00 780140.00

TOTAL 1719179.00 1492818.00


PROVIDING INTERNAL EI & FANS, BOARDS & DISTRIBUTION BOARDS, EARTHING ETC. FOR INTERMODAL TERMINAL AT VARANASI

ABSTRACT OF COST

1


Rate Non-DSR Amount

ELECTRICAL WORKSSUBHEAD - I - WIRING

239

1.3 Wiring for light point/ fan point/ exhaust fan point/ call bell point with1.5 sq.mm FRLS PVC insulated copper conductor single core cablein surface / recessed steel conduit, with modular switch, modularplate, suitable GI box and earthing the point with 1.5 sq.mm. FRLSPVC insulated copper conductor single core cable etc as required.

1.3.3 Group C Point 296.00 1,003.00 296,888.00 -

240

1.4 Wiring for twin control light point with 1.5 sq.mm FRLS PVCinsulated copper conductor single core cable in surface / recessedsteel conduit, 2 way modular switch, modular plate, suitable GI boxand earthing the point with 1.5 sq.mm. FRLS PVC insulated copperconductor single core cable etc as required.

Point 8.00 1,069.00 8,552.00 -

241

1.7 Wiring for circuit/ submain wiring alongwith earth wire with thefollowing sizes of FRLS PVC insulated copper conductor, singlecore cable in surface/ recessed steel conduit as required

a) 1.7.2 2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire Metre 830.06 200.00 166,011.00 - b) 1.7.9 4 X 6 sq. mm + 2 X 6 sq. mm earth wire Metre 5.00 509.00 2,545.00 - c) 1.7.10 4 X 10 sq. mm + 2 X 10 sq. mm earth wire Metre 50.00 803.00 40,150.00 -

2421.17 Supplying and drawing following sizes of FRLS PVC insulated

copper conductor, single core cable in the existing surface/ recessedsteel/ PVC conduit as required.

a) 1.17.15 6 x 2.5 sq. mm (4 X 2.5 sq.mm + 2 X 2.5 sq. mm) Metre 105.00 144.00 15,120.00 - b) 1.17.18 9 x 2.5 sq. mm (6 X 2.5 sq.mm + 3 X 2.5 sq. mm) Metre 70.00 223.00 15,610.00 -



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243

1.5 Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulatedcopper conductor single core cable in surface/ recessed steelconduit alongwith 1 No 4 sq. mm FRLS PVC insulated copperconductor single core cable for loop earthing as required.

Metre 525.00 233.00 122,325.00 -

244

1.6 Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulatedcopper conductor single core cable in surface/ recessed steelconduit alongwith 2 Nos 4 sq. mm FRLS PVC insulated copperconductor single core cable for loop earthing as required.

Metre 253.00 359.00 90,827.00 -

245

1.31 Supplying and fixing suitable size GI box with modular plate andcover in front on surface or in recess, including providing and fixing 3pin 5/6 amps modular socket outlet and 5/6 amps modular switch,connection etc. as required. Each 21.00 303.00 6,363.00 -

246

1.32 Supplying and flxing suitable size Gl box with modular plate andcover in front on surface or in recess, including providing and flxing 6pin 5/6 & 15/16 amps modular socket outlet and 15/16 ampsmodular switch, connection, painting etc. as required. Each 33.00 395.00 13,035.00 -

247

NSI Supply and fixing suitable size of G.I. box with modular plate andcover in front on surface or in recess including providing and fixing 2nos. 5 pin 5/6A socket outlet and on 1 nos. 5/6A modular typeswitch, connection, painting etc. is required. (Comp. point) Each 27.00 - 567.00 15,309.00

248

2.18 Supplying and fixing 20 amps, 240 volts, SPN industrial type, socketoutlet, with 2 pole and earth, metal enclosed plug top along with 20amps "C" curve, SP, MCB, in sheet steel enclosure, on surface or inrecess, with chained metal cover for the socket out let and completewith connections, testing and commissioning etc. as required. Each 8.00 954.00 7,632.00 -

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2491.24 Supplying and fixing following modular switch/ socket on the existing

modular plate & switch box including connections but excludingmodular plate etc. as required

a) 1.24.6 Telephone socket outlet Nos 32.00 95.00 3,040.00 - b) 1.24.7 TV antenna outlet Nos 1.00 94.00 94.00 -

2501.27 Supplying and fixing following size/ modules, GI box along with

modular base & cover plate for modular switches in recess etc asrequired.

a) 1.27.1 1 or 2 Module (75mmX75mm) for fan reguater, Tv & Tele. Outlet,Bell push & Lan socket Nos 91.00 166.00 15,106.00 -

251

1.19 Supplying and drawing co-axial TV cable RG-6 grade, 0.7 mm solidcopper conductor PE insulated, shielded with fine tinned copperbraid and protected with PVC sheath in the existing surface/recessed steel/ PVC conduit as required Mtr 20.00 28.00 560.00 -

252NSI Supply, installation, testing and commissioning of following krone

type tag blocks enclosed in MS enclosure of suitable size withlockable cover.

a) 10 pair Tag block Nos 1.00 - 1,188.00 1,188.00 b) 30 pair Tag block Nos 1.00 - 1,816.00 1,816.00

2531.18 Supplying and drawing following pair, 0.5 sq mm FRLS PVC

insulated copper conductor, unarmoured telephone cable in theexisting surface/recessed steel/ PVC conduit as required

a) 1.18.2 2 pair Mtr 614.00 18.00 11,052.00 -

254

1.20 Supplying and fixing of following sizes of steel conduit along withaccessories in surface/recess including painting in case of surfaceconduit, or cutting the wall and making good the same in case ofrecessed conduit as required.

a) 1.20.2 25 mm ( for telephone, Tv & Sub main & Circuits, and lan conduit)Mtr 514.00 142.00 72,988.00 -

b) 1.20.3 32 mm ( for telephone, Tv & Sub main & Circuits, and lan conduit)Mtr 295.00 193.00 56,935.00 -

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255

1.39 Providing and fixing plain 16/0.20mm (0.50sqmm) twin flat flexible,PVC insulated, copper cable, in PVC sleeve of suitable size on thefloor/ wall, or side of the table/ door etc. as required.

Mtr 10.00 21.00 210.00 -

TOTAL FOR SUBHEAD - I 945,043.00 18,313.00

SUBHEAD-II-FITTINGS & FIXTURES

256

NSI Supplying of bulkhead luminaire suitable for 9 Watt CFL comprisingof single piece pressure die-cast aluminium housing, powder coated,accommodating lamp holder and the aluminium gear tray assemblywith ballast, heat resistant and toughened opal acrylic cover alongwith a gasket, capacitor and ignitor, open construction ballast,control gears, prismatic diffusers etc. prewired upto the terminalblock complete as reqd. (PHILIPS CAT NO. FXC 101)

Each 5.00 - 1,327.00 6,635.00

257

NSI Supplying of surface mounted ceiling light suitable for 1 x 18 W CFLlamp duly powder coated CRCA body with satin aluminium reflectorand complete with all accesssories, CFL lamp etc. as required.(BAJAJ CAT - BJDS 118 C WEB) Each 18.00 - 1,928.00 34,704.00

258

NSI Supplying of general purpose batten suitable for 'TL' 5 fluorescentlamp with aluminium symmetric reflector for surface mounting on thewall or ceiling, housing made of CRCA sheet steel, powder coated,high frequency ballast, suitable for 'TL' 5 28W lamp etc. complete asrequired

a) Single Box type - 1 x 28W T5 lamp (PHILIPS CAT - TMS 095 X TL-5 28W) Each 37.00 - 483.00 17,871.00

b) Twin Box type - 2 x 28W T5 lamp (BAJAJ CAT - BTIR 228 2x28WT5) Each 12.00 - 2,066.00 24,792.00

259

NSI Suppying of surface mounted 1 x 11 Watt Fl. luminiare includingproviding of 1 nos. 11W CFL with powder CRCA sheet steelhousing with opal acrylic diffuser and decorative end plates. Plastichousing wired with ballast complete all accessories.(BAJAJ CAT -BJC 111 1x11W 'S' TYPE CFL) for Mirror Light

Each 6.00 - 1,864.00 11,184.00

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260

NSI Supplying of prewired decorative mirror optic type fitting surfacemounted type suitable for 1 x 28 W T-5 provided with electronicballast duly wired upto the connector block complete with anodizedreflector & other accessories etc. as required. (PHILIPS CAT - TCS350TL5 1X36W) Mirror optic.

Each 43.00 - 3,214.00 138,202.00

261

NSI Supply of indoor industrial luminaire for ceiling mounting with highgrade Polycarbonate housing and cover suitable for 1x28W lampcomplete with all accessories. (Philips cat-TCW 450 1XTL5-28WEBT) Each 3.00 - 3,824.00 11,472.00

NSI Supplying of industrial luminaire for fluorescent lamps with powdercoated reflector suitable for TL-D36 E fluorescent lamp completewith aluminium symmetric reflector for surface mounting on theceiling, housing made of CRCA sheet steel, powder coated, highfrequency ballast, including of 36 W lamp etc. as requiredTwin Industrial type - 2 x 36W lamp (Philips cat - TKC 203 2XTL-D36W IC) Each 105.00 - 2,533.00 265,965.00

NSI Supplying, installation, testing and commissioning of 400mm wallbracket fan suitable for use on single phase, 230 volt, 50Hz ACsupply complete with all accessories Each 6.00 - 2,360.00 14,160.00

NSI Supplying of 1400 mm sweep Power Saver A.C. electric Ceilingfans, capacitor type with double ball bearing complete with 300 mmdown rod, canopies, shackles, blades, but without regulator suitablefor operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supplyetc. as reqd. 15.00 - 2,093.00 31,395.00

262

NSI Supplying of 1200 mm sweep Power Saver A.C. electric Ceilingfans, capacitor type with double ball bearing complete with 300 mmdown rod, canopies, shackles, blades, but without regulator suitablefor operation on 230 / 240 Volts, 50 Hz, single phase, A.C. supplyetc. as reqd. Each 22.00 - 1,947.00 42,834.00

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263NSI Supplying of 300 mm dia medium duty fresh Air Exhaust fan,

complete with mounting rings frame complete with louvers &shutters as reqd. Each 26.00 - 1,830.00 47,580.00

2641.25 Supplying and fixing stepped type electronic fan regulator on the

existing modular plate switch box including connections butexcluding modular plate etc. as required Each 37.00 284.00 10,508.00 -

1.34 Supplying and fixing brass batten/ angle holder including connectionetc. as required. Each 1.00 74.00 74.00 -

NSI Supply & fixing of 15W Special GLS Lamp. Each 1.00 - 15.00 15.00

265 1.38 Supplying and fixing call bell/ buzzer suitable for single phase, 230volts, complete as required Each 1.00 61.00 61.00 -

266

1.41 Installation, testing and commissioning of pre-wired, fluorecent fittingcompact fluorescent fitting of all types, complete with all accessoriesand tube etc. direct on ceiling/ wall, including connection with 1.5 sq.mm FR PVC insulated, copper conductor, single core cable andearthing etc. as required. Each 56.00 90.00 5,040.00 -

267

1.42 Installation, testing and commissioning of pre-wired, fluorescentfitting/ compact fluorescent fitting of all types, complete with allaccessories and tube etc, including supplying and fixing ball andsocket arrangement, 2 no. down rods of 20 mm dia x 1.6 mm thicksteel conduit upto 30 cm length, painting and wiring the down rodsand connection with 1.5 sq. mm FR PVC insulated, copperconductor, single core cable and earthing tec. as required. Each 174.00 233.00 40,542.00 -

268

1.45 Installation, testing and commissioning of ceiling fan, including wiringthe down rods of standard length (upto 30 cm) with 1.5 sq. mm FRPVC insulated, copper conductor, single core cable, includingproviding and fixing phenolic laminated sheet cover on the fan boxetc. as required.. Each 37.00 122.00 4,514.00 -

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2691.50 Installation of exhaust fan in the existing opening, including making

good the damage, connection, testing, commissioning etc. asrequired.

i 1.50.1 Upto 450 mm sweep Each 26.00 204.00 5,304.00 -

270 1.51 Extra for fixing the louvers shutters complete with frame for aexhaust fan of all sizes Each 26.00 89.00 2,314.00 -

TOTAL SUBHEAD - II 68,357.00 646,809.00

SUBHEAD-III- MAIN BOARDS & DISTRIBUTION BOARDS

271 MR

Supplying, installing, testing & commissioning of compartmentalisedwall mounted / floor mounted cubicle board made from 2mm thickCRCA sheet dust & vermin proof duly phosphatized & powdercoated inclusive of suitable size 4 strip Al. Busbar complete withinterconnection providing Lugs, inter-earthing, painting etc. i/cproviding & fixing below noted accessories:

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i MAIN BOARDINCOMING :100 Amp FPMCCB having breaking capacity - 35 KA withIcs=Icu=35 KA, with Rotary Handle operating Mechanism - 1 No.

(0-100 A) Digital Ammeter with selector switch & 100/5 C.T.'s - 1Set(0-500 V) Digital Voltmeter with selector switch - 1 SetIndication lamp R/Y/B with backup MCB - 1 Set of Three

BUSBAR:125 Amp. 4 strip Al. Busbar.

OUTGOING :63 Amp TP MCB having breaking capacity - 15/16 KA - 4 Nos.

Set 1.00 - 47,556.00 47,556.00

2.7 Supplying and fixing following way prewired SP&N MCB distributionboard of steel sheet for 240 volts on surface/ recess complete withloose wire box, terminal connectors for all incoming and outgoingcircuits, duly prewired with suitable size FR PVC insulated copperconductor up to terminal blocks, tinned copper bus bar, neutral link,earth bar, din bar, detachable gland plate, interconnections, powderpainted including earthing etc. as required. (But without MCB/RCCB/ Isolator)

i 2.7.4 2 + 4 way, Double door 0.00 2,508.00 - - ii 2.7.5 2 + 8 way, Double door Each 2.00 2,995.00 5,990.00 -

272 2.8

Supplying and fixing following way prewired TP&N MCB distributionboard of steel sheet for 415 volts on surface/ recess complete withloose wire box, terminal connectors for all incoming and outgoingcircuits, duly prewired with suitable size FR PVC insulated copperconductor up to terminal blocks, tinned copper bus bar, neutral link,earth bar, din bar, detachable gland plate, interconnections, powderpainted including earthing etc. as required.(But without MCB/ RCCB/Isolator)

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i 2.8.5 4 way (4 + 12), Double door Each 2.00 7,357.00 14,714.00 - ii 2.8.7 8 way (4 + 24), Double door Each 3.00 10,405.00 31,215.00 -

2.8.8 12 way (4 + 36), Double door Each 1.00 12,782.00 12,782.00 -

2.12 Supplying and fixing following rating, double pole, 240 volts, isolatorin the existing MCB DB complete with connections, testing andcommissioning etc. as required.

2.12.1 40 amps Each 2.00 218.00 436.00 -

273 2.13Supplying and fixing following rating, four pole, 415 volts, isolator inthe existing MCB DB complete with connections, testing andcommissioning etc. as required.

i 2.13.1 40 amps Each 3.00 659.00 1,977.00 - ii 2.13.2 63 amps Each 3.00 670.00 2,010.00 -

274

2.10 Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C"curve, miniature circuit breaker suitable for inductive load of followingpoles in the existing MCB DB complete with connections, testing andcommissioning etc. as required.

i 2.10.1 Single Pole Nos. 129.00 169.00 21,801.00 -

275 2.11 Supplying and fixing single pole blanking plate in the existing MCBDB complete etc. as required. Each 21.00 7.00 147.00 -

TOTAL SUBHEAD - III 91,072.00 47,556.00

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SUBHEAD-IV- EARTHING

276 5.4

Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thickincluding accessories, and providing masonry enclosure with coverplate having locking arrangement and watering pipe of 2.7 metrelong etc. with charcoal/ coke and salt as required.

Sets 20.00 4,490.00 89,800.00 -

277 5.11 Providing and fixing 25 mm X 5 mm G.I. strip in 40 mm dia G.I. pipe from earth electrode including connection with G.I. nut, bolt, spring, washer excavation and re-filling etc. as required. Mtr 355.00 421.00 149,455.00 -

278 5.15 Providing and fixing 25 mm X 5 mm G.I. strip on surface or in recess for connections etc. as required. Mtr 360.00 142.00 51,120.00 -

279 5.6

Earthing with copper earth plate 600 mm X 600 mm X 3 mm thickincluding accessories, and providing masonry enclosure with coverplate having locking arrangement and watering pipe of 2.7 metrelong etc. with charcoal/ coke and salt as required.

Set 6.00 9,292.00 55,752.00 -

280 5.10

Providing and fixing 25 mm X 5 mm copper strip in 40 mm dia G.I.pipe from earth electrode including connection with brass nut, bolt,spring, washer excavation and re-filling etc. as required.

Mtr 100.00 1,082.00 108,200.00 -

281 5.14 Providing and fixing 25 mm X 5 mm copper strip on surface or inrecess for connections etc. as required. Mtr 150.00 856.00 128,400.00 -

5.20 Providing and fixing earth bus of 50 mm X 5 mm copper strip onsurface for connections etc. as required. Mtr 20.00 1,599.00 31,980.00 -

TOTAL SUBHEAD - IV 614,707.00 -

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SUBHEAD - V - MISCELLANEOUS ITEMS

282 NSI

Supply, Installation, testing & Commissioning of high performance,Fully digital, 3 phase input & 3 phase output and microprocessorbased UPS system with 20 minuts backup of following ratingcomplete with high output power factor 0.9, Eco mide efficiancy upto 98%, wide input voltage range: 380-400-415 ( Selectable) ±20%@400v (Protect battery discharge during voltage distortion.Wide frequency range:45Hz to 65Hz. Inbuilt static by pass andmanual bypass, Inbuilt phase sequence correction, Inbuilt standardpotential free contants, panel LCD display complete as required.10 KVA (3 phase in/ 3 phase out) Each 1.00 - 446,292.00 446,292.00

283 NSI 1.5 TON SPLIT TYPE AC UNITSupply, installation, testing and commissioning of 1.5 Ton Split typeAir Conditioner with following specificationsMaterial of Body of Indoor Unit - GSNominal Cooling Capacity - 4500 Kcal/Hr.Power Consumption - 2000 WMin. Room Discharge Airflow - 700 Cum/Hr.Guaranteed Cooling Capacity (Min) - 4275 Kcal/HrInterconnecting pipes & cables - 6 Mtrs. Each 8.00 - 41,731.00 333,848.00

TOTAL SUBHEAD - V - 780,140.00

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SL.NO DESCRIPTION DSR AMOUNT NON DSR AMOUNTPART-II

30 SUB-STATION EQUIPMENTS 169460.00 2841727.00

31 DG SETS 0.00 2335256.00

32 SUPPLYING AND LAYING OF CABLES 383447.00 1933800.00

33 SAFETY EQUIPMENTS 1024.00 232282.00

TOTAL 553931.00 7343065.00


ABSTRACT OF COST

PROVIDING 1 X 315 KVA ELECTRIC SUB-STATION FOR INTERMODAL TERMINAL, VARANASI.

1


Rate Non-DSR Amount

SUBHEAD - VI - SUBSTATION EQUIPMENTS284 NSI TWO POLE STRUCTURE

Supplying, installing, structural steel tubular pole conforming to IS-2713, 410 SP-51, 164 Kg weight with base plate of 300 mm x 300 mm x 6 mm for erecting 6.6 KV two pole structure comprising of 11 Mtr. pole, i/c welding, cutting, revetting, bolting and painting the entire structures with red oxide primer and two coats of synthetic enamel paint and necessary foundations including excavation and earth work for the steel structure with PCC 1:2:4 with following accessories.

iSupplying, installing 6.6 KV 9 KA discharge current single pole lightning arrestor with insulated base and necessary hardware. - 3 Nos.

ii Supplying & installing 6.6 KV single pole strain insulators complete with all necessary hardware for termination. - 3 Nos.

iii

Supplying & installing 6.6 KV 3 phase, 200 Amp. Vertical type gang operated switch with hot dip galvanised channels post type, insulator, tinned copper contacts, arcing horns, GI pipe gang operating handle, limit switch etc. (wiring with 4 x 2.5 sq.mm PVC insulated copper wire upto HT breaker laid in GI pipe of 40mm dia) locking arrangements etc. complete in all respects. - 1 Set.

iv Supplying & installing 6.6 KV post type insulators for jumper supports. - 3 Nos.

v

6.6 KV, 3 phase 200 Amp dropout fuse unit with 60 Amp fuses. Hot dip galvanished channel, post type insulator, tinned copper contacts bakelite fuse, carriers etc. complete in all respects. - 1 Set.

vi Supplying & installing of "DOG" 6 /. 186 Al. Plus 7 / 0.062 Steel ACSR overhead conductor - 10 Mtrs.

vii

Cross arms of shape and size as shown on drawing and made out of M.S. channels 100mmx50mm with flats and fixed to poles with M.S. clamps, GI bolts, nuts and washers and all hardware, jumpers & thimbles etc. of required size.



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viii Anti Climbing devices on each pole made out of 2 mm barbed wire coiled alongwith pole.

ix Danger Notice Boards with Skull & Bones in red colour made out of 14 SWG sheet in Hindi & English with voltage indicated.

x Supplying & installing 150 mm dia GI pipe - 10 Mtr.xi Earthing & GI Strips.xii Stay Assembly. Set 1.00 - 104,090.00 104,090.00

285 NSI 6.6 KVSINGLE PANEL H.T. VCB BOARD

Supplying, installation, testing & commissioning of single panel with VCB totally enclosed, indoor sheet steel clad floor mounting, vermin proof, vertical isolation, horizontal drawout, extensible type air insulated metal clad switchgear having motorised mechanism SPMX, complete with circuits detailed as below. The switchboard would be complete with necessary copper busbars and integral earthing facility through copper bus bar for the entire switchboard, small wiring labels, cable eyes, cable box to receive XLPE cables suitable for operation on 6.6 KV, three phase, 50 cycle, earthed A.C. system with a rupturing capacity of 350 MVA at 6.6 KV as per details given below:-

INCOMER1) One. Incoming panel equipped with air insulated Metal clad 630 Amps. Housing.

2) A set of three phase PVC insulated 630 Amp Copper busbars.3) One triple pole draw out truck mounted 350 MVA 630 amps, Vacuum Circuit Breaker fitted with all necessary vacuum interrupters.

4) One trip free, motor charged, spring released closing mechanism fitted with shunt trip coil suitable for 24 V DC operation complete with necessary auxiliary switches, emergency hand trip device and mechanical ON and OFF indicators.5) 3 Nos 100/50/5/5 ratio, 15 VA, class 1.0 resin cast current transformer for metering purpose and 15 VA, class 5P10 resin cast current transformer for protection purposes.

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6) One three phase horizontal draw out type resin cast line type potential transformer of 11KV/110 V, 100 VA burden per phase class 1.0 accuracy connected star/star on HV & LV sides with HV and LV fuses, isolating plugs, for HV side and LV connection.7) One strip heater to prevent absorption of moisture. Set 1.00 - 638,268.00 638,268.00

286 NSI 6.6 KV 315 KVA DRY TYPE INDOOR TRANSFORMER

Supplying, installing, testing & commissioning of Dry Type Indoor Transformer with copper winding having a continuous rating of following capacity, 6.6 KV / 433 V, 3 Phase, 50 Hz, having cable end box on HV side suitable for 6.6 KV XLPE cable & on 433 Volt L.V. side suitable for Over head bus trunking.The Transformer shall have on load tap changing links on HV side, for +5.0% to -5.0% in steps of 1.25% through OLTC. It shall also have Earthing Terminal, Lifting hooks, base channels skid type suitable for mounting on floor and plinth.

a) 315 KVA Set 1.00 - 1,164,036.00 1,164,036.00

287 NSI

Supplying, installing, testing & commissioning of Trickle Boost Charger of 24 Volt complete with automatic trickle charger, change over complete with voltmeter, ammeter 50 Hz. AC supply & DC ammeter / voltmeter complete with 12 Nos. 2 Volt batteries, 40 AH etc. as required. Set 1.00 - 66,415.00 66,415.00

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288 BUS TRUNKING

3.50

Supplying, installation, including suspension, testing and commissioning of following capacity bus trunking with aluminium bus bars in 1.6mm thick sheet steel enclosure in convenient sections for use on, 3 phase, 4 wire, 415 volts, 50 Hz, A.C. supply including jointing of sections, flexible joints, expansion joints, bends and earthing with 2 runs of galvanised iron strips, suspenders, angle iron bracket, steel fasteners, connecting to earthing system etc. as required.

a) 3.5.1 800 amps Mtr. 20.00 8,473.00 169,460.00 -

289 NSI 100 KVAR CAPACITOR PANELSupplying, installing, testing & commissioning of compartmentalised wall mounted / floor mounted cubicle board made from 2mm thick CRCA sheet dust & vermin proof duly phosphatized & powder coated inclusive of suitable size 4 strip Al. Busbar complete with interconnection providing Lugs, inter-earthing, painting etc. i/c providing & fixing below noted accessories:INCOMING :

250 Amp 415 V TPN MCCB having breaking capacity - 35 KA, with Ics=Icu=35 KA, with Rotary Handle operating Mechanism - 1 No.(0-250 A) Digital Ammeter with selector switch & 250/5 C.T.'s - 1 Set0 - 500 Volt Voltmeter with selector switch - 1 SetRYB Indication lamps with backup fuses - 1 Set of threePower factor meter - 1 Set8 step APFC relay with aux. contactor and timer - 1 SetOUTGOING :

63 Amp 415 V TP MCCB having breaking capacity - 25 KA, with Ics=Icu=25 KA, with Rotary Handle operating Mechanism - 6 Nos.45 A TP Contactor - 2 Nos.25 A TP Contactor - 4 Nos.25 KVAR Capacitor banks - 2 Sets (MPP type Normal Duty)15 KVAR Capacitor banks - 2 Sets (MPP type Normal Duty)10 KVAR Capacitor banks - 2 Sets (MPP type Normal Duty)Push button for START / STOP - 6 SetAUTO / MANUAL Selector switch - 1 No. Set 1.00 - 172,941.00 172,941.00

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290 NSI MAIN L.T. CUM ESSENTIAL PANEL

Supplying, installing, testing and commissioning of compartmentalised type cubicle board, made of 2 mm thick CRCA sheet steel providing with suitable size angle iron and channels support with suitable size of base channel for floor mounting, dust & vermin proof duly phosphatized & powder coated, inclusive of suitable size 4 strip Aluminium busbar covered with heat shrinkable sleeves of suitable size and length. The panel shall be suitable for incoming Bus ducting and outgoing cables from top and bottom both sides, pdg. inter-earthing and inter-connection with PVC insulated copper conductor cable solid copper conductor of suitable sizes and lugs on both ends of each cable and making electrical & Mechanical inter locking in incomings and bus coupler, and providing all meters with back up fuses & Selector switches etc. i/c pdg. & fixing below noted accessories.INCOMING :

630 Amp 415 V TPN MCCB having breaking capacity - 50 KA, with Ics=Icu=50 KA, with Rotary Handle operating Mechanism - 1 Nos.(0-630 A) Digital Ammeter with selector switch & 630/5 C.T.'s - 1 Set

0 - 500 Volt Voltmeter Digital type with selector switch -1 SetsRYB Indication lamps with MCB - 1 Set of three

BUS BAR800 Amp 4 strip Al. busbar

OUTGOING:400 Amp 415 V TP MCCB having breaking capacity - 35KA, with Rotary Handle operating Mechanism - 2 No.250 Amp 415 V TP MCCB having breaking capacity - 35KA, with Rotary Handle operating Mechanism - 1 No.100 Amp 415 V TP MCCB having breaking capacity - 35KA, with Rotary Handle operating Mechanism - 4 No.63 Amp 415 V TP MCCB having breaking capacity - 25KA, with Rotary Handle operating Mechanism - 4 No.

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63 Amp 240 V SP MCB having breaking capacity - 25KA, - 1 No.40A TP CONTACTOR -1 No. TIMER (24 Hour) - 1 No.Auto/ Off/ Mannual selector switch - 1No. 16 Amp. TP MCB - 4 Nos. Set 1.00 - 397,683.00 397,683.00

291 NSI

Supplying, installation, testing and commissioning of double door, lockable, factory fabricated, distribution feeder panel suitable for out door installation made out of 2mm thik CRCA sheet, IP 55 inclosure, duly enamel painted and 450mm high from ground level, black painted M.S. angle iron stand complete with following switchgears, connection, inter connection etc. as per details below including suitable size 4 strip Al. bus bar etc.

1.1 FEEDER PILLORINCOMING :400 Amp 415 V FP MCCB having breaking capacity - 35 KA, with Rotary Handle operating Mechanism - 1 No.(0- 400A) Digital Ammeter with selector switch, 400/5A C.T.'s - 1 Set(0-500 V) Digital Voltmeter with selector switch - 1 SetIndication lamp R/Y/B with backup fuses - 1 Set of Three

BUS BAR500A strip Al. bus bars with heat shrinkable colored PVC sleeves 1 Set

OUTGOING 250 Amp 415 V TP MCCB having breaking capacity - 35KA, with Rotary Handle operating Mechanism - 2 No.100 Amp 415 V TP MCCB having breaking capacity - 35KA, with Rotary Handle operating Mechanism - 5 No.63 Amp 415 V TP MCCB having breaking capacity - 25KA, with Rotary Handle operating Mechanism - 1 No.

63 Amp 240 V SP MCB having breaking capacity - 25KA, - 1 No.40A TP CONTACTOR -1 No. TIMER (24 Hour) - 1 No.Auto/ Off/ Mannual selector switch - 1No.

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Rate Non-DSR Amount

16 Amp. TP MCB - 4 Nos. Set 1.00 - 298,294.00 298,294.00

TOTAL SUBHEAD - VI 169,460.00 2,841,727.00

SUBHEAD - VII - D.G. SETS292 NSI 250 KVA SILENT D.G. SET

Providing, installing, testing and commissioning of Silent Type Diesel Generating set having prime power rating of 250 KVA, 415 volts at 1500 RPM, 0.8 lagging power factor at 415 V suitable for 50 Hz, 3 phase system and consisting of the following:Diesel EngineDiesel Engine 4 stroke water cooled, electric start, of suitable BHP at 1500 RPM suitable for above output of alternator at site condition and conforming to BS 5514, BS 649, IS 10000, capable of taking 10% over loading for one hour in any 12 hours duration. The engine will be fitted complete with all the reqd. acc. including the following accessories:Flywheel to suit flexible couplingFlexible couplingExhaust gas turbo chargerAutomatic safety control in case of high water temperature

Automatic safety control in case of low lubrication oil pressureAutomatic over speed trip protectionLubrication oil pumpLubrication oil filterLubrication oil panLube oil By-Pass filterFuel pumpFuel filterHoses for fuel tankAir intake manifoldAir cleaner dry typeElectronic GovernorSelf StarterAlternator for battery chargingFlexible pipe for silencerEngine mounted Instrument Panel fitted with and having digital display for following:

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Rate Non-DSR Amount

Start-stop switch with keyWater temperature indicationLubrication oil pressure indicationLubrication oil temperature indicationBattery charging indicationRPM indicationOver speed indicationLow lub. Oil trip indicationEngine Hours indicationAlternator:Synchronous alternator rated at 250 KVA, 415 volts at 1500 RPM, 3 phase 50 Hz, AC supply with 0.8 lagging power factor at site condition. The alternator shall be having SPDP enclosure, brushless, continuous duty, self-excited and self-regulated through AVR conforming to IS: 4722 / BS 2613 suitable for tropical conditions and with class-F/H insulation.Base Frame & Foundation:Both the engine and alternator shall be mounted on suitable base frame made of MS channel with necessary reinforcement which shall be installed on suitable cement concrete foundation and vibration isolation arrangement as per recommendations of manufacturer.Fuel Tank:Daily service fuel tank of 990 liters capacity fabricated out of 3mm thick MS sheet complete with all standard accessories and fuel piping between fuel tank and diesel engine with MS class 'C' pipes of suitable dia. Complete with valves, level indications & accessories as required.Exhaust System:Dry exhaust manifold with residencial exhaust silencer and catalytic converter.Starting System:12V / 24 V DC starting system comprising of starter motors: voltage regulator and arrangement for initial excitation. Complete with suitable nos. of batteries.

Acoustic and weather proof enclosure with arrangement for fresh air intake for cooling of the engine & alternator, extraction, discharging hot air in to the atmosphere as per specifications.

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Rate Non-DSR Amount

Automatic Mains Failure PanelFabricating, installing, testing & commissioning of automatic mains failure control including auto by-pass panel, suitable for 250 KVA silent type DG set complete with relays, timers, set of CTs for metering & protection and energy analyser to indicate currents, phase and line voltages, frequency, power factor, KWH, KVARH & provision for overload, short circuit, restricted earth fault, under frequency, control cabling from AMF panel to diesel engine and elsewhere if required all complete and interlocking including the following:630Amp 415 V FP MCCB having breaking capacity - 65 KA, with short circuit, earth fault & over-current relay - 2 Nos.Auto / Manual / Test / Off selector switch.2 Nos. over voltage relay, 2 Nos. reverse power relay and 2 Nos. under voltage relay.3 Sets of current transformers 15 P 10 accuracy for protection and 15 VA class-I for meteringEnergy analyser unit to indicate current voltage frequency power factor and KWH.Indicating lamps for load on mains and load on setFuse for instruments.Battery charger, complete with transformer / rectifier, D.C. voltmeter and ammeter, selector switch for trickle, off and boost and current adjustment.Main supply failure monitorSupply failure timerRestoration timerControl unit with three impulse automatic engine start / stop and failure to start lockoutImpulse counter with locking and reset facilityON / OFF / Control circuit switch with indicatorAudio / video annunciation for :High water temperatureLow lubricating oil pressureEngine over speedOver current & earth faultEngine fails to startFull load / maximum load warningRequired control cabling from AMF panel to DG set Set 1.00 - 2,335,256.00 2,335,256.00

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Rate Non-DSR Amount

TOTAL SUBHEAD - VII - 2,335,256.00

SUBHEAD - VIII - SUPPLYING AND LAYING OF CABLESH.T. CABLE

293 NSI

Supply of following size of 6.6 KV (E) XLPE cable circular aluminium conductor, conductor screened, XLPE insulated, insulation screened with extruded semi-conducting compound in combination with copper tape. Aluminium round wire armoured and overall PVC sheathed earthed cable conforming to IS:7098/II/85 with latest amendments.

i 3 Core 95 Sq.mm. Mtr. 100.00 - 1,584.00 158,400.00

294 10.40

supplying and making indoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :

i 10.4.2 120\95 sq. mm Set 3.00 4,868.00 14,604.00 -

295 10.50

Supplying and making outdoor cable end termination with heat shrinkable jointing kit complete with all accessories including lugs suitable for following size of 3 core, XLPE aluminium conductor cable of 11 KV grade as required :

i 10.5.2 120\95 sq. mm Set 1.00 8,185.00 8,185.00 -

296 8.10

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

i 8.1.1 Upto 120 sq. mm Mtr. 80.00 255.00 20,400.00 -

297 8.30Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.

i 8.3.1 Upto 120 sq. mm Mtr. 15.00 34.00 510.00 -

298 8.40Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 11 KV grade of following size in the existing masonry open duct as required.

i 8.4.1 Upto 120 sq. mm Mtr. 5.00 28.00 140.00 -

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Rate Non-DSR Amount

L.T. CABLES

299 NSISupplying of XLPE insulated, PVC sheathed 1.1 KV grade aluminium/copper conductor armoured power cable as per IS : 7098 of following sizes:

i 3.5 x 240 sq.mm. Mtr. 650.00 - 2,231.00 1,450,150.00 ii 3.5 x 185 sq.mm. Mtr. 20.00 - 1,765.00 35,300.00 iii 3.5 x 95 sq.mm. Mtr. 50.00 - 964.00 48,200.00 iv 3.5 x 50 sq.mm. Mtr. 60.00 - 571.00 34,260.00 v 3.5 x 35 sq.mm. Mtr. 170.00 - 443.00 75,310.00 vi 3.5 x 25 sq.mm. Mtr. 300.00 - 359.00 107,700.00 vii 4 x 16 sq.mm. Mtr. 20.00 - 174.00 3,480.00 viii 2 x 16 sq.mm. Mtr. 100.00 - 210.00 21,000.00

300 7.10

Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required.

7.1.1 Upto 35 sq. mm Mtr. 472.00 195.00 92,040.00 - 7.1.2 Above 35 sq. mm and upto 95 sq. mm Mtr. 88.00 202.00 17,776.00 - 7.1.3 Above 95 sq. mm and upto 185 sq. mm Mtr. 16.00 210.00 3,360.00 - 7.1.4 Above 185 sq. mm and upto 400 sq. mm Mtr. 520.00 233.00 121,160.00 -

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Rate Non-DSR Amount

301 7.50Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size in the existing RCC/ HUME/ METAL pipe as required.

7.5.1 Upto 35 sq. mm Mtr. 88.50 16.00 1,416.00 - 7.5.2 Above 35 sq. mm and upto 95 sq. mm Mtr. 16.50 25.00 412.50 - 7.5.3 Above 95 sq. mm and upto 185 sq. mm Mtr. 3.00 33.00 99.00 - 7.5.4 Above 185 sq. mm and upto 400 sq. mm Mtr. 97.50 58.00 5,655.00 -

302 7.70Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size on wall surface as required.

7.7.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Mtr. 29.50 24.00 708.00 -

7.7.2 Above 35 sq. mm and upto 95 sq. mm (clamped with 25x3mm MS flat clamp) Mtr. 5.50 70.00 385.00 -

7.7.3 Above 95 sq. mm and upto 185 sq. mm (clamped with 25/40x3mm MS flat clamp) Mtr. 1.00 81.00 81.00 -

7.7.4 Above 185 sq. mm and upto 400 sq. mm (clamped with 40x3mm MS flat clamp) Mtr. 32.50 115.00 3,737.50 -

303 9.10

Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.

i 9.1.29 3½ X 240 sq. mm (62mm) Each 8.00 944.00 7,552.00 - ii 9.1.27 3½ X 185 sq. mm (57mm) Each 2.00 784.00 1,568.00 - iii 9.1.24 3½ X 95 sq. mm (45mm) Each 2.00 466.00 932.00 - iv 9.1.22 3½ X 50 sq. mm (35mm) Each 2.00 342.00 684.00 - v 9.1.21 3½ X 35 sq. mm (32mm) Each 6.00 270.00 1,620.00 - vi 9.1.20 3½ X 25 sq. mm (28mm) Each 6.00 247.00 1,482.00 - vii 9.1.33 4 X 16 sq. mm (28mm) Each 2.00 245.00 490.00 - viii 9.1.3 2 X 16 sq. mm (22mm) Each 2.00 160.00 320.00 -

304 14.14

Providing, laying and fixing following dia RCC pipe NP2 class (light duty) in ground complete with RCC collars, jointing with cement mortar 1:2 (1 cement : 2 fine sand) including trenching (75 cm deep) and refilling etc as required.

i 14.14.2 150 mm dia Mtr. 100.00 384.00 38,400.00 - ii 14.14.3 250 mm dia Mtr. 50.00 455.00 22,750.00 -

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Rate Non-DSR Amount

iii 14.14.4 300 mm dia Mtr. 30.00 566.00 16,980.00 -

TOTAL SUBHEAD - VIII 383,447.00 1,933,800.00

SUBHEAD - IX - SAFETY EQUIPMENTS

305Supply & erection of the following equipment at suitable place inthe sub-station building as required and as per detailedspecifications.

i NSICarbon dioxide (CO2) type fire extinguisher with suitable base pipe& horn (conforming to IS 2876) with cylinders, fully charged ofcapacity 4.5 kgm. Set 16.00 - 12,668.00 202,688.00

ii NSI Providing fire bucket stand (pipe frame) suitable for 6 Nos. Firebuckets of 9 ltr. Capacity with clean sand as reqd. Set 2.00 - 1,979.00 3,958.00

iii NSI First aid box as approved by St. John Ambulance Brigade/ IndianRed Cross conforming to IS:5424-1969. Set 2.00 - 1,056.00 2,112.00

0.00

iv NSI Shock treatment chart at least in three languages as required.Set 8.00 - 482.00 3,856.00

v NSI Insulating mat 2.5 mm thick to withstand 11 KV dielectric strengthas per IS :15652 - 2006 sq.mtr. 8.00 - 660.00 5,280.00

vi NSI Insulating mat 2 mm thick to withstand 3.3 KV dielectric strength asper IS: 15652 - 2006 sq.mtr 20.00 - 660.00 13,200.00

vii NSI Supplying Rubber hand gloves suitable for 11 KV. Set 2.00 - 594.00 1,188.00

viii CPWD 2.21

Providing and fixing M.V. danger notice plate of 200 mm X 150mm, made of mild steel, at least 2 mm thick, and vitreousenameled white on both sides, and with inscription in single redcolour on front side as required. Set 4.00 121.00 484.00 -

ix CPWD 2.22

Providing and fixing H.T. danger notice plate of 250 mm X 200mm, made of mild steel, at least 2 mm thick, and vitreousenameled white on both sides, and with inscription in single redcolour on front side as required. Set 4.00 135.00 540.00 -

TOTAL SUBHEAD - IX 1,024.00 232,282.00

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SL.NO DESCRIPTION DSR AMOUNT (In Rs.) NON DSR AMOUNT (In Rs.)PART-III

34 POLES & FITTING 0.00 1609463.00

35 POLE ERECTION 281265.00 0.00

36 CABLE SUPPLY & LAYING FOR STREET LIGHTING 207272.00 319800.00

37 HIGH MAST LIGHT 0.00 1656740.00

38 SOLAR STREET LIGHT 0.00 3386934.00

TOTAL 488537.00 6972937.00


PROVIDING HIGH MAST FITTINGS, EXTERNAL STREET LIGHTING AT INTERMODAL TERMINAL, VARANASI

ABSTRACT OF COST

1


Rate Non-DSR Amount

SUBHEAD - X - POLE'S & FITTING

306

NSI

Supply of (BOP1130) 11 mtr long hot dip galvanised octagonalpoles with 210 mm bottom A/F & 90 mm top A/F made up of 3 mmthick HT sheet along with base plate of size 300X300X20mm withmaximum wind speed of 169 Km/hr along with foundation bolts &etc. as required. Each 28.00 - 39,021.00 1,092,588.00

307Supply of Single Arm Bracket 1000 mm long made up of 48 mmdia G.I. pipe. Each 27.00 - 2,323.00 62,721.00

308Supply of Double Arm Bracket 1000 mm long made up of 48 mmdia G.I. pipe. Each 1.00 - 2,837.00 2,837.00

309 NSI

Supply of (BOP3030) 3 mtr long hot dip galvanised octagonalpoles with 130 mm bottom A/F & 70 mm top A/F made up of 3 mmthick HT sheet along with base plate of size 200X200X12mm withmaximum wind speed of 169 Km/hr along with foundation bolts.

Each 8.00 - 5,872.00 46,976.00

310 NSI

Supplying, installing, testing & commissioning of followingaccessories in the existing inbuilt control box complete withconnection interconnection as required.i) 4 strip Al. bus bar of suitable length.ii) 10A SP MCB. Each 36.00 - 368.00 13,248.00

311 NSI

Supplying, installing, testing & commissioning of Post Topluminaire diamond shape with cast aluminium spigot for 70 MHlamp, spun Al. funnel shape with clear acrylic cover, light openingon canopy with baffles complete with all accessories as required. ( Bajaj cat no - BJDPTI 70 SV/ MH LPF) Each 8.00 - 6,632.00 53,056.00



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Rate Non-DSR Amount

312 NSI

Supplying, installing, testing & commissioning of HID IntegralPostTop luminaire copper dust finish cast aluminium spigot and spunaluminium canopy fixed with opal polycarbonate enclosure with 70MH lamp, complete with all accessories required. (Bajaj cat no -BNCL 70 MH 0 COMPLETE)

Each 4.00 - 16,312.00 65,248.00

313 NSI

Supplying, installation, testing and commissioning of generalpurpose street light luminaire with piece, integral, powder coated,high pressure die cast Al. housing, pot optic reflector with full glasscover (IP-66) ingress protection suitable for use on 250 watt HPSVlamp complete with all accessories and 150 watt SV lamp asrequired. ( Bajaj cat no- BGEST 250 SV FG SHN (IP-66) Each 29.00 - 9,257.00 268,453.00

314 NSI

Supplying and erection of 65 mm dia. 0.50 Mtr. G.I. Pipe (mediumclass) complete with base plate of appropriate size havinggrouting/ fixing arrangemant in cement concrete on post forproviding gate light as per site requirement, painting etc. asrequired. Each 4.00 - 659.00 2,636.00

315 NSI

Supplying & fixing of weather proof box of size 200 x 160 x 90mmpolycarbonate box complete with hinged cover and gasket, earthstud, locking arrangement & mounting clamps. The box shall beprovided with 4 way connector 10A- SP MCB, pdg. with dinchannel. The box shall be suitable for 2 nos. opening suitable for 4core 6 sq.mm armoured cable. The box shall be IP : 65 protectionetc. as required. (Sintex / Hensel make)

Each 4.00 - 425.00 1,700.00

TOTAL SUBHEAD - X - 1,609,463.00

SUBHEAD - XI - POLE ERECTION

316 11.3

Erection of metallic pole of following length in cement concrete1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size) foundation including excavation and refilling etc.as required.

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Rate Non-DSR Amount

i 11.3.1 Above 3.0/4.0 metre and upto 6.5 metre Each 8.00 2,539.00 20,312.00 - 11.3.2 Above 6.50 metre and upto 8.00 metre Each 27.00 3,069.00 82,863.00 -

ii 11.3.4 Above 10.00 metre and upto 12.00 metre Each 28.00 4,270.00 119,560.00 -

317 11.6 Supplying and embedding following dia G.I. pipe (medium class) inpole collar/ foundation (during casting) for cable entry includingbending the pipe to the required shape complete as required.

i 11.6.1 32 mm dia. mtr 108.00 285.00 30,780.00 -

318 1.17Supplying and drawing following sizes of FRLS PVC insulatedcopper conductor, single core cable in the existing surface/recessed steel/ PVC conduit as required.

i 1.17.12 3 x 2.5 sq. mm Mtr 370.00 75.00 27,750.00 -

TOTAL SUBHEAD - XI 281,265.00 -

SUBHEAD - XII - CABLE SUPPLY & LAYING FOR STREET LIGHTING

319NSI

Supplying of XLPE insulated, PVC sheathed 1.1 KV gradealuminium/copper conductor armoured power cable as per IS :7098 of following sizes:

i 4 x 16 sq.mm. Al. conductor Mtr. 1000.00 - 280.00 280,000.00 ii 4x6 sq. mm. Al. conductor Mtr. 200.00 - 199.00 39,800.00

320 7.1

Laying of one number PVC insulated and PVC sheathed / XLPEpower cable of 1.1 KV grade of following size direct in groundincluding excavation, sand cushioning, protective covering andrefilling the trench etc as required.

i 7.1.1 Upto 35 sq. mm Mtr. 960.00 195.00 187,200.00 -

321 7.5Laying of one number PVC insulated and PVC sheathed / XLPEpower cable of 1.1 KV grade of following size in the existing RCC/HUME/ METAL pipe as required.

i 7.5.1 Upto 35 sq. mm Mtr. 180.00 16.00 2,880.00 -

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Rate Non-DSR Amount

322 7.7Laying and fixing of one number PVC insulated and PVC sheathed/ XLPE power cable of 1.1 KV grade of following size on wallsurface as required.

i 7.7.1 Upto 35 sq. mm (clamped with 1mm thick saddle) Mtr. 60.00 24.00 1,440.00 -

323 9.1

Supplying and making indoor end termination with brasscompression gland and aluminium lugs for following size of PVCinsulated and PVC sheathed / XLPE aluminium conductor cable of1.1 KV grade as required.

i 9.1.32 4 X 10/6 sq. mm (25mm) Nos 74.00 193.00 14,282.00 - ii 9.1.33 4 X 16 sq. mm (28mm) Nos 6.00 245.00 1,470.00 -

TOTAL SUBHEAD - XII 207,272.00 319,800.00

SUBHEAD - XIII - HIGH MAST LIGHT324 NSI Supplying, installation, testing and commissioning of 22M high

mast shaft in two sections suitable for 44 m/sec wind speed, withraising lowering system comprising, head frame, luminariescarriage suitable to install 14 nos luminaries in asymmetricalarrangement, double drum winch, 6mm diameter SS wire rope,trailing cable, connector, integral power tool motor, manual handle,junction box, lightening finial.Wiringmaterial,power cables between panel and mast, MCB in basecompartment are not included.

Nos 4.00 - 258,881.00 1,035,524.00

325 NSI Supplying, installation, testing and commissioning of foundationbolts manufactured from special steel along with nuts, washers,anchor plate and common template.

Set 4.00 - 9,645.00 38,580.00 326 NSI Supplying, installation, testing and commissioning of non-integral

floodlight luminaries type BGENF22R with two nos 400 W SV TPlus lamps and its control gear boxes.

Nos 20.00 - 11,771.00 235,420.00

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Rate Non-DSR Amount

327 NSI Supplying, installation, testing and commissioning of non-integralfloodlight luminaries type BJEF 21 S with one no 400 W SV T Pluslamp and its control gear box. Nos 8.00 - 6,524.00 52,192.00

328 NSI Supplying, installation, testing and commissioning of non-integralfloodlight luminaries type BGEQF with one no 1000 W Halogenlamp and its control gear box. Nos 28.00 - 2,140.00 59,920.00

329 NSI Supplying, installation, testing and commissioning of LED typesingle dome aviation obstruction light Nos 4.00 - 4,012.00 16,048.00

330 NSI FEEDER PILLAR for High Mast light

Supplying, installation, testing and commissioning of double door,lockable, factory fabricated, distribution feeder panel suitable forout door installation made out of 2mm thik CRCA sheet, IP 55inclosure, duly enamel painted and 450mm high from ground level,black painted M.S. angle iron stand complete with followingswitchgears, connection, inter connection etc. as per details belowincluding suitable size 4 strip Al. bus bar etc.INCOMING :63 Amp 415 V FP MCB having breaking capacity - 10 KA, withRotary Handle operating Mechanism - 1 No.(0- 63A) Digital Ammeter with selector switch, 63/5A C.T.'s - 1 Set

(0-500 V) Digital Voltmeter with selector switch - 1 SetIndication lamp R/Y/B with backup fuses - 1 Set of Three

BUS BAR100A strip Al. bus bars with heat shrinkable colored PVC sleeves 1Set

OUTGOING 40 Amp 415 V TP MCB having breaking capacity - 10 KA, - 2 Nos.

40A TP CONTACTOR -1 No. TIMER (24 Hour) - 1 No.Auto/ Off/ Mannual selector switch - 1No. 16 Amp. TP MCB - 6 Nos. Set 4.00 - 54,764.00 219,056.00

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Rate Non-DSR Amount

TOTAL FOR SUBHEAD - XIII - 1,656,740.00

SUBHEAD - XIV - PROVIDING SOLAR STREET LIGHT (STAND ALONE) WITH LED FIXTURE

331 NSI Supplying of Solar street light with IP 65 LED fixture having asystem wattage of 43W of Philips BRP 320 make with 3400 lumensystem output, 220Wp high efficiency crystalline solar panelcertified IEC 61215 and 200Ah tubular lead�acid battery with BISapproval. Total Nos. of LED should be 24 with individual PeanutLens and each LED lumen efficacy shall be at least 130 lumens /watt and the LED driver should have > 90% efficiency operating on24V DC. The battery shall not be discharged beyond 75% ofcapacity. The solar charge controller should be of MicroprocessorBased MPPT make with 94% efficiency and enclosed in IP 65 box.The charge controller shall provide all safety protections andtemperature compensated charging of the battery. The batteryshould be housed in a box made from galvanized steel andpowder coated so that it withstands corrosion. The solar systemshould be mounted on a 7.0m height Octagonal galvanized pole of4mm thickness which shall be secured with foundation bolts andnuts. The solar street light shall comply with standards such asIEC 61215, IEC 62124, IEC 61347�2�13, IEC 62384, CISPR 15, IE Each 27.00 - 125,442.00 3,386,934.00

TOTAL FOR SUBHEAD - XIV - 3,386,934.00

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SL. No. DESCRIPTION OF WORK DSR Amount (in Rs.) Non DSR Amount (in Rs.)

39 EOT CRANES 0.00 22549281.00

TOTAL 0.00 22549281.00


ABSTRACT OF COST EOT CRANES

1


Rate Non-DSR Amount

SUBHEAD - XV - EOT CRANE

332 MR

Design, supply , fabrication , erection , testing and commissioningof double girder 25/5 Ton EOT crane complete in all respect foroutdoor installation with span of 15.0 m, lifting capacity of 25.0 mdesigned as per the IS codes, class-III ,including transportation tosite along with mechnical parts like rope drums & all electricals etc.complete as per the technical specification attached and supply &erection of following accessories-

i) DSL (Shrouded bus/ Angle Iron Type) For 60 Mtr. For ONE BAY

ii)

Gantry girder & gantry rail (Approx 400 Kg/ running meter length),Rail size 90 Lbs for 61 mtr.x2 ( ONE BAY) & 61 mtr.x2 (SECONDBAY) Job 1.00 - 22,549,281.00 22,549,281.00

TOTAL SUB-HEAD - XV - 22,549,281.00



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SL. No. DESCRIPTION OF WORK DSR AMOUNT (in Rs) NON DSR AMOUNT (in Rs)

40 0.00 6020862.00

TOTAl 0.00 6020862.00


ABSTRACT OF COST BOUGHT OUT ITEMS

BOUGHT OUT ITEMS

1


Rate Non-DSR Amount

SUBHEAD - XVI - BROUGHT OUT CRANES333 MR FORK LIFT TRUCK (FLT) CRANE

Design, supply, fabrication, erection, testing & commissioning ofdIESEL operated fork lift truck of capacity 3 ton includingtransportation to site and as per technical specification attachedcomplete with following accessories (Similar to VOLTAS MODEL-DVX 30 FCBC HVM)

i) Load back restii) Set of lightiii) Tool kit Job 1.00 - 1,185,938.00 1,185,938.00

334 MR 3 TON UNDER SLUNG SINGLE GIRDER CRANEDesign, supply, fabrication, erection, testing & commissioning ofunder slung single girder crane of capacity 3 ton includingtransportation to site and as per technical specification attachedcomplete in all respect including supply & installing followingaccessories etc as required. End- Carriage arrangementLong travel assemblySoft start arrangementWire rope electric hoistMain girder assembly Job 1.00 - 1,166,280.00 1,166,280.00

335 MR DIESEL HYDRAULIC MOBILE CRANEDesign, supply, fabrication, erection, testing & commissioning ofhydraulic mobile crane (pick & carry crane) of capacity 6 ton x 3mtr. Radius including transportation to site and as per technicalspecifications attached.( Similar to ESCORTS MODEL TR x 2319,23T) Job 1.00 - 3,668,644.00 3,668,644.00

TOTAL SUB-HEAD - XVI - 6,020,862.00

CONSTRUCTION OF INTERMODAL TERMINAL (IMT) AT VARANASI IN NW1


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