National Highways And Infrastructure Development Corporation Limited Tender
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Costs
EMD
₹ 1,64,076Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2019_NHIDC_530762_1Bid Award Id
ViewTender No
NHIDCL/BO Agt/Fy 2019-20/16Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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Documents
BOQ Items
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Water Bound Macadam - Providing laying spreading compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand picking, rolling with three wheel 80-100 KN static roller / vibratory roller in stages to proper grade and cambeer applying and brooming, stone aggregates, watering and compacting to the required density as per MoRT&H Technical Specification Clause 401. For Grading - I (Type-A (13.22 mm Aggregate) (By Manual Means)
72.8
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Prime coat - Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per MoRT&H Technical Specification Clause 502.
308
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Tack coat -Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous / granular surface cleaned with Hydraulic broom as per MoRT&H Technical Specification Clause 503.
616
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Open Graded Premix Surfacing- Providing, laying and rolling of open -graded premix surfacing of 20mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades as per MoRT&H Technical Specification Clause 511. Case -I - With Bitumen (60/70 Grade) VG-30
308
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Seal Coat- Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per MoRT&H Technical Specification Clause 513. Type B
308
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Excavation for Structures - Earthwork in excavation for structures as per drawing and MoRT&H technical specifications Clause 304 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material and disposal upto a lead of 50 m, dressing of sides & bottom and backfilling in trenches with excavated suitable material.
274
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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 as per drawings & MoRT&H technical specifications Clauses 2100. Under head wall (Base Concrete)
7.06
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Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) :PCC Grade M 15
334
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Plain / Reinforced cement concrete in open foundation as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100. (including centering, shuttering, staging etc. but excluding reinforcement) :PCC Grade M 20
104
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Providing and laying Reinforced Cement Concrete Pipe NP3 / prestressed concrete pipe on first class bedding in single Row -Providing and Laying reinforced cement concrete pipe NP3 / prestressed concrete pipe with collar 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 as per MoRT&H Technical specification Clause 2900.: 1200 mm dia
112.5
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Flexible Apron- Construction of Flexible using dry lean Cement Concrete
22.68
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Providing and placing gunny/polythene (of Minimum Wall Thickness of 500 micron) bags filled with sand (of minimum quantity of 0.034 cum) and properly manually stiched to avoid any leakege of sand as per specification
8000
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Single Bamboo Spur and palasiding of whole 2nd class bamboo (jati or Bethua) 65mm to 75mm dia @150 mm c/c and closely packed and driven including fitting fixing with half bamboo kams horizantlly in three rows with cane or typing wire complete and struts 1500 mm apart longitudinally and providing brush as per drawing and technical specification Clause 1302.5
116.8
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