Himachal Pradesh Aquaculture Fishing And Marketing Society Tender

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Himachal Pradesh Aquaculture Fishing And Marketing Society - HPAFMS Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date30 Oct 2024
Closing Date12 Nov 2024
Tender Amount₹ 50,02,730 
Notes
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Costs

Description

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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 1:3:6 (1 OPC cement 53 Grade : three coarse sand : six graded stone aggregate 20 mm (twenty millimetre) nominal size as per the directions of the Engineer-in-charge including river training works and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals.

61.4

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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 1:2:4 (1 OPC cement 53 Grade : 2 coarse sand) : 4 graded stone aggregate 20 mm nominal size) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

119.92

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 OPC cement 53 Grade : one point five coarse sand) : three graded stone aggregate 20 mm (twenty millimetre) nominal size including river training works, dewatering and carriage of materials , within all leads and lifts as per direction of Engineer-in-Charge and other incidentals.

24.52

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Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Mild steel and Medium Tensile steel bars including anchoring with jeck hammber by compressor dewatering,river training works and carriage of material with in all leads and lifts as directed by the Engineer-in-Charge and other incidentals.

2206.8

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Providing and laying non-pressure NP2 class (heavy duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (one cement : two fine sand) including testing of joints etc. complete 900 mm dia. R.C.C. pipe as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

12.5

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Providing and laying of boulder apron laid in wire crates with 4 mm four millimetre dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (one hundred into one hundred millimetre) (woven diagonally) including 10 (ten) pecent extra for laps and joints laid with stone boulders weighing not less than 40 (forty ) kg each as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

58.59

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Applying cement slurry on R.C.C. slab or cement concrete work using 2.75 kg. of cement per sq.metre of floor area before laying cement concrete flooring including roughening, cleaning of the concrete surfaces complete as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

815

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Smooth finishing of the exposed surface of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand) as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

815

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Providing, laying , jointing & testing of MS flanged pipe having weight 50 kg /rmtr & 5 MM thiuckness conforming to IS: 1978-1982 including the cost of bends 300 mm dia in a random length of 4-6mtrs including anticrossive treatment with MS flanges of table 17 complete in all respect excluding the cost of earth work in trenches with in all leads & lifts as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

300

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P/F Sluice valves (with hand wheel as per IS 780- Class-I ) including brass spindle upto 300mm dia.and as per IS 2906-Class-II for dia more than 300mm dia 300 mm dia as per the directions of the Engineer-in-charge including carriage of material within all leads and lifts and other incidentals.

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