Bodoland Territorial Council Tender
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Costs
EMD
₹ 48,400Document Cost
₹ 1,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_BTC_42701_1Tender No
No. ACE-106/PWD/IFB/PT-ITender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
GEM & Bid Advisory Services
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BOQ Items
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
A. With Crushed Stone
II P.C.C. grade M 20
i) Nominal mix (1:2:4)
222.2
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
A. With crushed stone
I. R.C.C grade M 20
(i) For nominal mix 1:2:4
a) Height upto 5.0 M
15.86
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-
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Drainage spouts complete as per drawing and technical specifications Clause 1209
2
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-
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Filler Joint
(iv) Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
12
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-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar . (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.
1.03
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-
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7
60
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-
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
A. With crushed stone
0.6
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-
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
9.6
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C. Protection Work
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
99
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
43.2
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
I) Stone/Boulder
21.6
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