National Highways And Infrastructure Development Corporation Limited Tender
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The NHIDCL has issued a formal invitation for competitive bids for the National Highways And Infrastructure Development Corporation Limited project, for Nhidcl/ro-srinagar/m And R/ S-a-k/1 in Srinagar, Jammu & Kashmir, with an estimated contract value of Rs. 8,54,22,000. The bid opening date for this tender is 06-08-2021 and the last date for bid submission is 21-08-2021. Interested bidders for National Highways And Infrastructure Development Corporation Limited tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Aug 2021
Closing Date21 Aug 2021
Tender Amount₹ 8,54,22,000
Costs
EMD
₹ 17,08,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Nhidcl/ro-srinagar/m And R/ S-a-k/1
Description
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Contact
Tender Id
2021_NHIDC_642186_1Bid Award Id
ViewTender No
NHIDCL/RO-Srinagar/M and R/ S-A-K/1Tender 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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Clearance of land slides in soil and ordinary rock.
30000
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Random Rubble stone manually with hard nallah stone in foundations upto plinth with 1:6 cement mortar
1744.24
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810
3000
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Cautionary/warning sign boards of equilateral triangular shape having each side of 900 mm support length of 3650mm
40
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.
1271.55
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P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork
466.81
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Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
363.83
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Earthwork in excavation by manual means in trenches for foundations of drains, pipes cables etc. over areas not exceeding 1.50 mtr in width & 10 sqm on plan Soil = 70% (35% Manual means, 35% Mechanical means), OR =30%
1915.65
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SH: Fixing of Traffic Sign Board
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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
5333
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SH: 1. WBM- III & Bituminious Macadam & Bituminous Concrete.
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SH: Clearance of Hill Side Drain
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SH: Fixing of Traffic Sign Board
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SH: 4. Construction of Crate Wall
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SH: Fixing of Traffic Sign Board
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Earthwork in excavation by manual means in trenches for foundations of drains, pipes cables etc. over areas not exceeding 1.50 mtr in width & 10 sqm on plan Soil = 70% (35% Manual means, 35% Mechanical means), OR =30%
164.7
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Random Rubble stone manually with hard nallah stone in foundations upto plinth with 1:6 cement mortar
829.6
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SH: Construction of B/Wall
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SH: Maintenance of Earthern Shoulder
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P/L in positon cement concrete of specified grade 1:3:6 in foundation
258
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SH: Construction of Retaining Walls
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SH: 7. Road Marking
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Painting of Parapets (25% of Parapets)
271.08
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Disposal of mulba including loading/ unloading excluding haulage
Qty vide item no. 1 @ 50%
15000
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White washing of parapets (75% of Parapets)
813.24
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.
21513
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Mandatory/Regulatory sign boards of 900 mm diameter with part as length of 3750 mm.
30
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Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.
654
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Back filling behind R/Walls, wing walls, Return wall etc.
259.25
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Earthwork in excavation by manual means in trenches for foundations of drains, pipes cables etc. over areas not exceeding 1.50 mtr. in width & 10 sqm on plan. Soil = 70% (35% Manual means, 35% Mechanical means), OR = 30%
819
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
22785
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Dry Random Rubble stone masonory using hard nallah stones in Panels of R/Walls.
1840.95
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P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork
1320.44
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Earthwork in excavation by manual means/mechanical means in trenches for foundations of drains, pipes cables etc. over areas not exceeding 1.50 mtr in width & 10 sqm on plan Soil = 70% (35% Manual means, 35% Mechanical means), OR =30%
1704.26
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing.
315
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Plain Cement Concrete of M15 Grade in structure complete as per Drawing and Technical Specifications.
70.08
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SH: Maintenance of Earthern Shoulder
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
95.37
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SH: 7. Road Marking
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Haulage of materils by tipper (excluding loading / unloading), avg . Lead 5Kms
Qty vide item no. 2 x 1.60 x 5
120000
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P/L in position cement concrete of specified grade 1:2:4 using 20mm nominal size
258.4
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Hill side drain clearance filled with morum / kanker / shingle etc. by manual means including disposal of mulba on valley side considering 0.2cum of earth filled per RMT of drain.
2850
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Back filling behind R/Walls, wing walls, Return wall etc.
1417.5
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P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork for Parapets and coping
173.55
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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects
683.55
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Back filling behind R/Walls, wing walls, Return wall etc.
1286.85
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