Bodoland Territorial Council Tender
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Costs
EMD
₹ 1,43,994Document Cost
₹ 1,500Tender Fee
Refer Documents
Summary
Construction Of Cc Block Road From Hajongbasti To Pwd Connecting Road Under 66 Dhansiri Vcdc (from Ch. 0.00 Km To Ch. 0.75 Km) (total Length 0.75 Km) Under Sopd (btc) For The Year 2023-24 Of District Udalguri. (tn_32_1)
Description
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Contact
Tender Id
2024_BTC_40360_1Tender 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 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 Materials.
348.09
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4.7.3.A Providing, laying, spreading and compacting stone. aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable 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.
208.89
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6.7.i Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504.
2784.75
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10.2.A.2.v II. 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 Gl pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.
(v)600mmx 450 mm rectangular.
1
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ii) 600mm equilateral triangle.
2
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16.60 Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for three year.
36
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6.00m 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)
120.02
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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
13.57
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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)
117.97
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11.6 Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.
I. Coursed rubble masonry (1st sort) In 1:4 cement mortar.
39.1
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11.4 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and technical Specifications. IV. RCC Grade M20 A. With Crushed Stone.
31.04
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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.
3.37
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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
33.28
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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.
4.92
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13.6 Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000mm, leaving adequate space.
13.6
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13.10 Drainage Spouts complete as per drawing and Technical Specification.
4
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