Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Excavation
Water Storage And Supply
Eprocure
Opening Date1 Dec 2023
Closing Date15 Dec 2023
Tender Amount₹ 31,79,360 
Notes
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Costs

Description

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BOQ Items

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Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto floor five level excluding the cost of centring, shuttering, finishing and reinforcement. 1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

5.42

73661

13584.5

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Providing and laying in position cement specified grade excluding the cost of centring and concrete of shuttering --All work upto plinth level: 1:3:6 ( 1 Cement: 3 fine sand : 6 graded well burnt brick aggregate 40 mm nominal size)

3.67

34161

9295.7

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11.56.5 Bend 87.5° 11.56.5.1 75mm

16

1618

101.1

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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well screen(RMS) pipes of with ribs, conforming to IS:12818, including required hire and labour charges fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge. 100 mm nominal size dia

76

53390

702.5

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Providing and fixing C.I. sluice valves ( with cap ) complete with bolts, nuts, rubber insertions etc. ( the tail pieces if required will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. iii) 80 mm dia A. PN-1.6

16

69115

4319.7

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11.56.6 Plain shoe 11.56.6.1 75mm

16

1366

85.4

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Providing and fixing on wall face unplasticised Rigid PVC rain water pipes (working pressure 4 kg/cm2) conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc. complete as per direction of Engineer-in-charge 11.55.1 Single socketed pipe - 75 mm OD

96

18912

197

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Excavating trenches of required width for pipes, cables etc. including exacavation for sockets, dressing of sides where required, ramming of bottoms, depth upto 1500 mm (slope-1 in 200)including getting out the excavated soil and backfilling of soil as required after laying of pipeline, in layers not exceeding 200 mm in depth including consolidating each deposited layer by ramming, watering etc. and disposing of surplus excavated soil with all required leads as per Chapter - 2 of CPWD specification and direction of the Engineer - in - charge. A) For UPVC pipes in new work (a) In all kind of Soils For pipes exceeding 90 mm dia but not exceeding 300 mm dia

320

34048

106.4

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

225.47

40561

179.9

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Extra for additional lift of 1.5m or part thereof. All kinds of soil

108.9

7198

66.1

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Lintels, beams, plinth beams, girders, bressumers and cantilevers with wooden plank

85.9

33588

391

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Providing, fixing and laying rigid UPVC pipes conforming to IS : 4985 jointing with couplers, of same class conforming to IS : 10124 ( Pt-II ) with solvent cement conforming to IS : 14182 including testing of joints complete ( but excluding the cost of specials like bend, tees etc. which will be paid separately ) as per CPWD specification and direction of the Engineer - in - charge. A. Class - 3 ( working pressure 6.0 kg / cm2) i) 140 mm OD

32

19610

612.8

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11.56.3 Single equal tee without door 11.56.3.1 75x75x75 mm

16

2549

159.3

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ii. 100 mm dia.

32

59558

1861.2

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Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/medium/coarse in required grading & sizes as per actual requirement all complete as per direction of Engineer-in-charge.

13.56

74284

5476.2

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Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type-A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc. complete as per direction of Engineer-in-charge : 11.56.1 Coupler 11.56.1.1 75 mm

32

2595

81.1

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Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50mm hard wood plugs, screwed with M.S. screws of required length including cutting brick work and fixing with cement mortar 1 : 4 (1cement : 4 fine sand) making good the wall etc. complete as per direction of Engineer-in-charge. 11.57.1 75mm

80

19480

243.5

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Supplying, filling, spreading & levelling stone boulders of size range 5 cm to 20 cm in recharge pit in the required thickness for all leads & lifts all complete as per direction of Engineer-in-charge.

24.02

126466

5264.8

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11.57.2 110mm

176

42592

242

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Supplying and filling in plinth, under floor, foundations etc. with sand (fine) from local quarry with all lifts including spreading in horizontal layers, watering, grading to required slope, ramming, consolidating and compacting each layer by using plate compactor or by any suitable method complete.

3.07

3617

1177.3

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Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

2325.16

241584

103.9

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses,plinth and skirting courses, fillets, columns, pillars,piers, abutments, posts and struts etc. upto floor five level excluding cost of centring, shuttering, finishing and reinforcement-1:1½:3 ( 1 Cement: 1½ fine sand : 3 graded stone aggregate 20 mm nominal size)

19.95

265513

13305.8

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First class brick work in foundation and plinth including cost of all materials as required complete:- In cement mortar 1:6 ( 1 cement : 6 fine sand ).

30.48

290023

9515.2

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11.58.2 100mm

32

2960

92.5

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Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges fittings & accessories etc. all complete, for all depths,as per direction of Engineer -in-charge. 100 mm nominal size dia

223.2

149410

669.4

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11.56.6.2 110mm

16

2104

131.5

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Supplying, filling, spreading & levelling coarse sand of size range 1.5 mm to 2 mm in recharge pit over gravel layer for all leads & lifts all complete as per direction of Engineer-in-charge.

28.26

143357

5072.8

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11.56.5.2 110mm

16

2427

151.7

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Centering shuttering including struttings, propping etc. and removal of form work for: i) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. using shuttering ply.

798.19

395981

496.1

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11.55.2 Single socketed pipe - 110 mm OD

192

60403

314.6

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Providing and fixing 15 cm wide 45 cm over all semi circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc. including making necessary connections with rain water pipes etc. complete as per direction of Engineer-in-charge. 11.7.2 0.63mm thick with zinc coating not less than 275gm/m2

480

342768

714.1

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11.56.3.2 110x110x110mm

16

3818

238.6

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11.56.1.1.2 110 mm

48

6499

135.4

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Providing and fixing of UPVC end cap/well cap suitable for UPVC 'CM' casing or ' CS' casing of 'RS' pipes as per specification and direction of the Engineer-in-charge. 100 mm dia

32

17933

560.4

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iv) 100 mm dia A. PN-1.6

16

88978

5561.1

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11.58 Providing and fixing to the inlet mouth of rain water pipe PTMT grating with thickness of 8mm and weighing not less than 100gm. etc. complete as per direction of Engineer-in-charge. 11.58.1 75mm

32

2726

85.2

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Supplying, filling, spreading & levelling stone boulders of size range 5 mm to 10 mm in the recharge pit over the existing layer of boulders in required thickness for all leads & lifts all complete as per direction of Engineer-in-charge.

21.2

107518

5072.8



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