Bodoland Territorial Council Tender
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Costs
EMD
₹ 1,99,995Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Improvement Of Road From Jaraguri H.s. School In Ki Of 2022-23 Under Sopd For The Year 2024-25. Tn No.35_01
Description
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Contact
Tender Id
2024_BTC_40469_1Bid Award Id
ViewTender No
38/KOK/R/IFB/Pt.II/23-24/32Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
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Documents
BOQ Items
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4.1 (B) (A) By Mix in Place Method: Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
(ii) For Grading II Material
670.5
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4.7 (3) WBM Grading 3- Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A By Manual Means
335.25
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6.7 (A) Interlocking pavement block
(i)a- Providing and laying interlocking concrete block pavement with (M40) having thickness 80mm as per technical specification clause 1504 (Including Edge block/ Edge restraints)
4470
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10.2 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
(ii) 600mm equilateral triangle
2
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10.2 Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801.
(iv) 800mm x 600mm rectangular
1
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CD Works (RCC) SLAB CULVERT
11.1 Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil
Upto 3 m depth
52.81
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11.4 Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
B With natural Gravel I P.C.C Grade M 10 Nominal mix 1:3:6
12.86
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12.1 Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. ii) In 1:4 Cement mortar
44.42
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12.3 Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204
36.89
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12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
B With Natural Gravel
II P.C.C. grade M 20 i) Nominal mix (1:2:4)
3.14
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12.5 Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
B With Natural Gravel
IV RCC Grade M 25
i) For height upto 5m
3.9
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12.7 Supplying, fitting and placing TMT bar reinforcement (Fe-415) in substructure complete as per drawing and technical specification Clauses 1002, 1005, 1010 & 1202
0.41
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12.10 Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8
I Granular material
13.19
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iv Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.
12
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