Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date18 Dec 2024
Closing Date21 Dec 2024
Tender Amount₹ 16,54,000 
Notes
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Costs

  • EMD

    ₹ 33,080
  • Document Cost

    ₹ 500
  • Tender Fee

    ₹ 500

Summary

Work No. 3

Description

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BOQ Items

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1:4:8 (1Cement :4 Course Sand :8 Graded stone aggregate 40 mm nominal size

20.05

2642

52989.14

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Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in :

-

-

-

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Cement Mortar 1:6 (1-Cement:6-Sand).

109.47

2387

261304.89

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Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns , etc. up to plinth level

30.82

117

3624.43

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Providing and laying in position specified grade of reinforced cement concrete including curing compaction finishing with rendering in cements and mortar 1:3 (1-Cement:3-coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. All work upto plinth level 1:1.5:3(1-Cement:1.5coarsesand:3-gradedstone aggregate 20 mm nominal size)

9.25

4257

39384.19

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Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level.

2000

69

138600

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Brick masonary with mechanised autoclaved flyash lime brick conforming to 12894 ;2002 of class desigation 100 in foundation and plinth mm in :( Used Banas/ Bikaner sand

-

-

-

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Cement mortar 1 : 4 (1 cement : 4 coarse sand)

79.68

4654

370830.72

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Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finished:

692.88

151

104624.88

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Painting exterior surface of Wall with 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty, etc complete in all respect.

692.88

117

81066.96

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120cm. high fencing with angle iron posts 50x50x6mm. placed at every 3 Mtr. apart 30cm. in ground embedded in cement concrete 1:3:6 (30x30x45cm) corner & every tenth posts to be strutted with 50x50x6mm angle iron provided with four horizontal lines and two diagonals of black barbed wire between two posts fitted and fixed with G.I. staple including earth work in excavation etc. complete.

160

363

58080

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Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr

1

11625

11625

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Filling in plinth with locally available river shingle under floors including watering ramming consolidating and dressing complete including cost of shingles sand

480

561

269280

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Construction of Tube well upto 100Meter depth and above in all type of rocks by DTH system and over burden, to accommodate casing pipe of following sizes in all types of soils and over burden including lowering of casing pipes, but excluding cost of casing pipes as per IS:2800 (PartI&II) 1979 specifications. The work would be completed after obtaining sand free water. The tube well should have athrough out bore as per nominal dia of casing pipe

100

831

83100

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Supply & fixing Pre-cast RCC Rinngs at the mouth of recharge shaft of M20 mix with 40 mm thickness

4

666

2664

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Supply & lowering air line of 25mm dia, G.I. pipe 'B' class having perforation 3 to 5mm size all arrow of G.I. pipe in Zig- Zag fashion & making air vent at top including the cost of Tee- Nipples, Elbow, Socket etc.

100

300

30000

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Supply and lowering vent air pipe 63mm dia rigid PVC pipe(IS 4985) mark class II (4kg per cm2 ) with required all necessary fittings including perforation of 3 to 5 mm size all around the pipe at a distance of 180 to 220mm in zig zag fashion and making air vent at top complete as per direction of Engineer incharge.

100

154

15400

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Supply & lying River-gravels of following sizes in recharge shaft, filter pit after screening & washing from kachha shift without deduction of voids

1.77

1997

3534.69



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