National Highways And Infrastructure Development Corporation Limited Tender
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National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender
Civil And Construction
Road Construction
Eprocure
Opening Date28 Nov 2024
Closing Date18 Dec 2024
Tender Amount₹ 1,60,58,383
Costs
EMD
₹ 1,60,583Document Cost
₹ 11,800Tender Fee
Refer Documents
Summary
Restoration Of Road On Chatroo Singpora Link Road From Km 0.000 To 19.600 In The Ut Of Jk For Fy 2024-25.
Description
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Contact
Tender Id
2024_NHIDC_836370_1Bid Award Id
ViewTender No
NHIDCL/RO/KTWR/MAINT/24-25Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
GEM & Bid Advisory Services
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BOQ Items
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Providing and applying Primer coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. 16.39.1.1 on W.B.M. /W.M.M. @ 0.4 Kg/sqm.
3858.75
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Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge 16.63.1A 50 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
192.94
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Providing and applying tack coat using bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom. 16.39.2.2 on bituminous surface @ 0.25 Kg/sqm
35919.45
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Providing and laying semi- dense Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge 16.64.1A 25 mm compacted thickness with bitumen of grade VG10 @5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
35919.45
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SH:2 Construction of Retaining Walls
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.2 Ordinary Rock
29.76
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: Clause: 4.4.5 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
17.86
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: Clause 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1.92
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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Clause 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand)
113.84
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Dry random rubble masonry with hard stone in foundation and plinth: Clause 7.3.2 Without bond stone
102.63
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
67.2
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SH:3 Construction of B/Wall
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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: 2.9.2 Ordinary Rock
44.52
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Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: Clause 4.4.3 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
52.92
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Random Rubble masonry with hard stone in foundation and plinth including leveling up with cement concrete 1:6:12 (1 Cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size) upto plinth level and curing complete with: Clause 7.1.1 Cement mortar 1:6 (1 Cement : 6 coarse sand)
190.4
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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m.
100.8
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SH: 4. Clearance of Land Slide
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Clearance of land slides/slips in soil mixed with moorum/kankar/shingle/boulders:, disposal at suitable location
6000
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SH: 5. Snow Clearance
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Snow Clearance by Mechanical Means using Machines as specified or equivalent Snow Plough 4WD 170-180 BHP (Unimog)
61740
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Urea
1000
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Salt
2000
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Evaluation Notes How It Works ?
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