Bodoland Territorial Council Tender
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Costs
EMD
₹ 1,25,900Document Cost
₹ 1,300Tender Fee
Refer Documents
Summary
Construction Of Cc Block Road At Ramwnda Boro House To Modhu Boro House Road Under Sopd (btc) For The Year 2022-23. (tn_18_2)
Description
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Contact
Tender Id
2024_BTC_39678_1Bid Award Id
ViewTender No
ACE-35/TECH/UDL(RB)/IFB/18-19Tender Authority
Bodoland Territorial Council ViewPurchaser Address
-Website
http://https://www.bodoland.in/
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BOQ Items
4.1(A) 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. For Grading II Material.
359.53
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4.7. 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. By Manual Means.
215.72
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-
6.7(A) (i) Providing and laying interlocking concrete pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge block/ Edge restraints.
2876.25
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-
10.2.A.I. 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.
1
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iv. 800mm x 600mm rectangular.
1
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10.3.A(I) Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701.
1
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CD WORK (2.0m 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 side.
1. Ordinary soil (i) Upto 3 m depth, Manual Means (Depth up to 3m)
79.22
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-
11.4 PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) A. With Natural Gravels. I. P.C.C grade M 10, (i) Nominal mix 1:3:6
8.95
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-
11.4 Plain/Reinforced Cement Concrete in Open Foundation complete as per drawing and Technical Specifications. B. PCC Grade M15, (i) Nominal mix (1:2.5:5)
72.43
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11.4 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and technical Specifications. IV. RCC Grade M20
9.1
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13.5 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.
1.29
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12.11 Providing and laying filter media with granular rushed aggregate as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing
15.51
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12.9 Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm 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.
16
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12.6 Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202.
1.19
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13.6 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line
5.2
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13.10 Drainage Spouts complete as per drawing and Technical Specification.
2
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RCC HPC of size 1000mm dia NP3 Single Row 7.5m Long
9.1 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 mate.
1. Ordinary soil (i) Upto 3 m depth
27.13
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9.7 Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109 B. With natural gravel, I. P.C.C grade M 10, (i) Nominal mix 1:3:6
2.71
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Bedding for Pipe (i)Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
3.57
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9.3 Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000 mm dia
7.5
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9.8 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 I. In 1:3 Cement mortar
26.52
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9.11 Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification.
52.41
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