Chief Conservator Of Forest Tender
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Costs
EMD
₹ 22,025Document Cost
₹ 220Tender Fee
Refer Documents
Summary
Construction Of Chain Link Fencing
Description
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Contact
Tender Id
2023_PCCF_34036_1Bid Award Id
ViewTender No
DBR /CAMPA/2023-24/109Tender Authority
Chief Conservator Of Forest ViewPurchaser Address
-Website
http://https://environmentandforest.assam.gov.in/
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Documents
BOQ Items
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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work up to plinth level: 5.1.2 1:1.5:3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size de rived from natural sources) In sub structure (per post) 0.30x0.30x0.15 =0.0135 CuM 0.125x0.125x0.375= 0.005859 CuM Total= 0.019359
5.44
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9564.04
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Columns, Pillars, Piers, Abutments, Posts and Struts For bed of post (per post) 0.50x1.875 = 0.9375
254.98
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919.62
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Steel reinforcement for RCC work including straightening, cutting, bending, placing in position and binding all lcomplete above plinth level. 5.22A.1 Mid steel and Medium Tensile steel bars b) 6 mm dia bar 14x0.40x0.222 = 1.2432 Kg
338.16
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101.71
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Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete For bed of post (per post) 1.20x0.15= 0.18 Sqm
48.93
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352.13
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Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15˚ landings, balconies, shelves, chajjas, bands, plain window sills, staircase and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering finishing and reinforcement with 1:1.5.3 (1 cement: 1.5 coarse sand (zone-III) derived from natural sources: 3 graded stone agggregate 20 mm nominal size derived from natural sources). In super structure- 0.125x0.125x1.50 = 0.023438 CuM
6.52
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12256.98
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Fencing with R.C.C. post placed at required distance, embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post one side only, provided with horizontal lines and two diagonals of barbed wire weighing 9.38 Kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. binding wire tied to 6 mm bar nibs fixed while casting the post (cost of R.C.C. posts, struts, earth work and concrete to be paid for seperately):- Payment to be made per metre cost of total length of barbed wire used. (Per 100 M)
With G.I. barbed wire: 100 M x 3 strand = 300.00 M
1989
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14.24
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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. 5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. Reinforcement TRM (per post) a) 8 mm dia bar 2 sides x 4 nos. x 0.30x0.395 = 0.948 Kg 3 sides x2.175x0.395 = 2.577375 Kg Total=3.5253 75 Kg
958.47
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102.51
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