Bodoland Territorial Council Tender
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Costs
EMD
₹ 1,20,000Document Cost
₹ 1,200Tender Fee
Refer Documents
Summary
Construction Of Icbp Road From Bidangshri Village Road To Dimachanga Junction Road (from Ch. 0.00 Km To Ch. 0.41 Km) (total Length 0.41 Km) Under Sopd (btc) For The Year 2024-25 Of District Udalguri. (tn_37_1)
Description
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Contact
Tender Id
2024_BTC_40538_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/
GEM & Bid Advisory Services
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BOQ Items
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3.14.i Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private land.
267.33
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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.
188.72
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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.
113.25
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i) Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504.
1509.75
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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 dja 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 0.60m dia holes, 1m 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.
28
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6.00m RCC Slab Culvert (3 Nos)
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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CONST. OF 600MM SHPC
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. For Face Wall For Bedding
40.23
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9.7 PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls per drawing and technical specification clause 1109.
4.17
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9.2 Laying 1st class bedding on well compacted sand, moorum as per clause 115 (ii)Granular bedding.
6.78
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9.8 Brick masonry work in cement mortar in foundation of wall complete excl. pointing and plastering as per drawing and technical specification clause 1100(in prop. 1:4).
30.51
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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. B)1000mm dia.
22.5
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Plastering with cement mortar(1:6) 15mm thick on brick work for substructure as per technical specification.
48.72
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RCC HPC of size 1000mm dia NP3 Single Row 7.5m Long (2 Nos)
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
65.44
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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
5.42
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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)
7.14
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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
15
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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
53.04
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9.11 Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification.
104.82
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