Chief Conservator Of Forest Tender
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Costs
EMD
₹ 40,000Document Cost
₹ 400Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_PCCF_29937_1Bid Award Id
ViewTender No
DBR/SOPD/2023/60Tender Authority
Chief Conservator Of Forest ViewPurchaser Address
-Website
http://https://environmentandforest.assam.gov.in/
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Documents
BOQ Items
Steel reinforcement for R.C.C. work including straightening cutting, bending etc. upto P.L.
5.22.6 :-Thermo mechanically treated bars of Grade Fe 500D or more
Col., footings 10mm- 2x2x30x3.00x0.62 = 223.20 kg
Col., M/Bar 25mm- 4x14x3.50x3.85 = 754.60 kg
P/Beam 25mm- 2x4x12.00x3.85 = 369.60 kg
Top & Bott. Extra 25mm- 2x4x3.50x3.85 = 107.80 kg
8mm stirrup col.- 2x30x3.60x0.39 = 84.24 kg 2x30x3x1.70x0.39 = 119.34 kg 2x30x2x2.70x0.39 = 126.36 kg
Beam - 1x1x100x1.50x0.39 = 58.50 kg
1843.64
-
89.65
Centering shuttering including stratting propping etc. complete as directed by the Deptt.5.9.1 :-Foundation, footings, etc. Col., footings- 2x4x3.00x0.50 = 12.00 m2
Col. base - 2x2x1.20x2.50 = 12.00 m2 2x2x0.60x2.50 = 6.00 m2
30
-
307.95
Lintel beams, plinth beams etc. P/beam - 1x2x12.00x0.75 = 18.00 m2
T/Beam - 1x2x12.00x0.75 = 18.00 m2
36
-
608.35
Providing and laying in position specified grade of R.C.C. etc. complete as directed by the Deptt. All works upto P.L.5.1.2 :-In prop. 1:1.5:3
Col. footings - 2x3.00x3.00x0.50 = 9.00 m3
Col. base - 2x(3.00)2+(1.20)2x0.50 = 5.21 m3 2
P/Beam - 1x12.00x0.60x0.45 = 3.24 m3 -------------------------- T = 17.45 m3
Box upto P.L. - 1x2x2.25x1.60x0.75 = 5.40 m3 ------------------------- T = 22.85 m3
22.85
-
8364.2
Steel reinforcement for R.C.C. work including straightening, cutting, bending etc. complete as directed by the Deptt.5.22A.6 :-Thermo mechanically treated bars of Grade Fe500D or more.
Col. 25mm dia - 2x4x8.00x3.85 = 246.40 kg 20mm dia- 2x10x8.00x2.47 = 395.20 kg
Beam 25mm dia- 2x8x12.00x3.85 = 739.20 kg
Extra 25mm - 2x2x4x3.00x3.85 = 184.80 kg
Stirrup- 2x1x180x1.20x0.39 = 168.48 kg
1734.08
-
89.65
R.C.C. work in wall etc. column etc. above plinth level. 5.2.2. :-Prop. 1:1.5:3
Col.- 2x8.00x1.50x1.00 = 24.00 m3 1x4.00x0.75x0.60 = 1.80 m3
25.8
-
10185.05
R.C.C. work in Beams, lintel etc. complete
With 1:1.5:3
Beam - 2x11.00x0.90x0.60 = 11.88 m3
Tub- 2x11.00x0.90x0.30 = 5.94 m3
17.82
-
10719.3
Providing and laying Machine cut Mirror polished Marble stone etc.
11.52.1 :- 18mm thick Marble. 1x2x7.00x4.16 = 58.24 m2 1x2x11.00x1.84 = 40.48 m2
98.72
-
6389.4
Charge for decorating Entrance Gate
1
-
201174.79
Add 5 % contingency
1
-
95238.09
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