Central Institute Of Mining And Fuel Research Tender
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Costs
EMD
₹ 7,340Document Cost
₹ 590Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_CSIR_172798_1Bid Award Id
ViewTender No
23(1030)/2022-GA/(Civil)/BCTender Authority
Central Institute Of Mining And Fuel Research ViewPurchaser Address
-Website
http://https://www.csir.res.in/
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Documents
Preparation of septic tank with sewerage chamber for driver room in Guest House, cover the harvesting pit with old sheet and allied civil work near Main Building at CSIR CIMFR, HQ Dhanbad.
Preparation of septic tank with sewerage chamber for driver room in Guest House, cover the harvesting pit with old sheet and allied civil work near Main Building at CSIR CIMFR, HQ Dhanbad.
Preparation of septic tank with sewerage chamber for driver room in Guest House, cover the harvesting pit with old sheet and allied civil work near Main Building at CSIR CIMFR, HQ Dhanbad.
BOQ Items
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All kinds of soil
2.82
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Providing and Laying flat brick soling with bricks of class designation 75 filling joints with sand
4.3
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
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1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
0.26
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Making septic tank with R.C.C. hume pipe 2'6" x 8' dia and 2' x 6' dia with R.C.C. covers including transporting and labour charges etc. completh work.
1
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P/L PVC Pipe (Tuffplast) Jointing glazed stoneware pipes with stiff mixture of cement mortar in the proportion of (1:1).
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100 mm diameter
21
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150 mm diameter (2.5 6 kg pressure)
21
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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete :
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For pipes 100 to 250 mm diameter
21
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
159.53
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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. Bend 87.5°
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75 mm bend
4
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110 mm bend
6
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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. Single tee without door
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110x110x110 mm
2
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : All kinds of soil
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Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
94.5
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Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in:
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Cement Mortar 1:6 (1 cement : 6 coarse sand).
4.55
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15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand)
22.68
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Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design :
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With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
10
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Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) :
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5
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Extra for depth for manholes : Size 90x80 cm
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With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
5.5
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Fixing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
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1.00 mm thick with zinc coating not less than 275 gm/m², material supplied by department
48.5
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Engagement of manpower for Collapse earth work and other work.
23
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Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
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All kinds of soil
255
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