National Highways And Infrastructure Development Corporation Limited Tender
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National Highways And Infrastructure Development Corporation Limited - NHIDCL Tender
Coronavirus COVID 19
Eprocure
Opening Date21 Feb 2020
Closing Date21 Apr 2020
Tender Amount₹ 18,67,04,000
Costs
EMD
₹ 37,34,000Document Cost
₹ 15,000Tender Fee
Refer Documents
Summary
Restoration Of Road By Providing And Laying Of Wbm-iii, Bm And Bc Including Construction Of Protection Walls, Cross Drainage Works In Selected Stretches And Fixtures Of Road Safety Furniture From K.m. 170.000 To K.m. 265.000
Description
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Contact
Tender Id
2020_NHIDC_546405_1Bid Award Id
ViewTender No
NHIDCL /RO/JAMMU/M R Tenders/2019-20-IITender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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Documents
BOQ Items
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.
17479
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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
873.95
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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.
148802.5
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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
3939.71
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Construction of Retaining Walls
-
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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%
2609.87
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-
P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork using 40mm nominal size
634.4
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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
132.9
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-
Random Rubble stone masonry with hard nallah stone in foundations upto plinth with 1:6 cement mortar
2861.26
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-
Dry Random Rubble stone masonry using hard nallah stones in Panels of R/Walls.
3524.47
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-
Back filling behind R/Walls, wing walls, Return wall etc.
1742.2
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-
Construction of B/Wall
-
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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%
756
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-
P/L in position cement concrete of specified grade 1:2:4 using 20mm nominal size
1186.08
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-
Random Rubble stone manually with hard nallah stone in foundations upto plinth with 1:6 cement mortar
3808
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-
Back filling behind R/Walls, wing walls, Return wall etc.
1190
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-
Construction of Cross Drainage Works with Hume pipe
-
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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%
58.78
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-
P/L in positon cement concrete of specified grade 1:3:6 in foundation including cost of formwork using 40mm nominal size
12.88
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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
23.88
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-
Random Rubble stone masonry with hard nallah stone in foundations upto plinth with 1:6 cement mortar
51.6
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Dry Random Rubble stone masonry using hard nallah stones in Panels of R/Walls.
39.51
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-
Back filling behind R/Walls, wing walls, Return wall etc.
15.68
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Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe 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 .
15
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-
Construction of Cross Drainage works (Cause way / scupper) & Parapets
-
-
-
P/L in positon cement concrete of specified grade 1:2:4 using 20mm nominal size crushed including cost of formwork
82.5
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-
Construction of Crate Wall
-
-
-
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%
848.25
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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.
326.25
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-
Providing and laying of Gabian Crates including cost of stones and crates
5637.6
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-
Back filling behind R/Walls, wing walls, Return wall etc.
1468.13
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-
Fixing of Traffic Sign Board/Safety board
Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.
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80 cm x 60 cm rectangular
51
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60 cm equilateral triangle
204
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-
Clearance of Land Slide
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Clearance of land slides in soil and ordinary rock by a bull-dozer D 80 A-12, 180 HP and disposal of the same on the valley side
25000
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Disposal of mulba including loading/ unloading excluding haulage
12500
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Haulage of materials by tipper excluding loading / unloading
80000
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Fixing of delineators & Construction of Parapets
-
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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.
2110
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Plain Cement Concrete of M15 Grade in structure complete as per Drawing and Technical Specifications.
506.4
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Road Marking
-
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-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
6666.67
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-
Road Stud/ Cat Eye
-
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-
Providing and fixing of road stud 100x 100 mm, die-cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973
2555
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-
Clearance of snow
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-
Clearance of snow from Km 170.000 to 173.000
65812.5
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Clearance of snow from Km 173.000 to 180.000
153562.5
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Clearance of snow from Km 180.000 to 184.000
87750
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-
Clearance of snow from Km 184.000 to 189.000
59125
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-
Clearance of snow from Km 189.000 to 197.000
93775
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-
Clearance of snow from Km 197.000 to 204.000
82775
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-
Clearance of snow from Km 204.000 to 210.000
70950
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-
Clearance of snow from Km 210.000 to 215.000
58300
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Clearance of snow from Km 215.000 to 224.000
99000
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-
Urea
10800
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Salt
21600
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Painting of Parapets
-
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Painting of Parapets (25% of Parapets)
1059.22
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White washing of parapets (75% of Parapets)
3177.66
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Clearance of Hill Side Drain
-
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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 0.1 cum of earth filled per RMT of drain.
25000
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-
Evaluation Notes How It Works ?
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