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 Date4 Jan 2024
Closing Date15 Jan 2024
Tender Amount₹ 3,20,75,728
Costs
EMD
₹ 6,42,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_NHIDC_788879_1Bid Award Id
ViewTender No
NHIDCL/RO-Agt/T/RR/2023-24/724Tender Authority
National Highways And Infrastructure Development Corporation Limited ViewPurchaser Address
-Website
http://https://nhidcl.com/
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BOQ Items
Scarifying Existing Granular Surface: Scarifying Existing Granular Surface to a Depth of 50 mm by manual means Scarifying Existing Granular Surface by manual means to a Depth of 50 mm and disposal of scarified material with all lifts and leads upto 1000 m as per MoRT&H Technical Specification clauses of section 300.
2100
73290
-
Construction of Subgrade and Earthen Shoulders: 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 as per MoRT&H Technical Specification clauses of section 300.
948.75
214322
-
Sub-Surface Drains with perforated pipe: Construction of subsurface drain with perforated pipe of 100 mm internal diameter of metal/ asbestos cement/ cement concrete/ PVC, closely jointed, perforations ranging from 3 mm to 6 mm depending upon size of material surrounding the pipe, with 150 mm bedding below the pipe and 300 mm cushion above the pipe, cross section of excavation 450 x 550 mm as per MoRT&H Technical Specification clauses of section 300. Excavated material to be utilised in roadway at site.
48
81158
-
Granular Sub-base with Well Graded Material (Table 400.1)
(A) By Mix in Place Method:
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 vibratory roller to achieve the desired density, complete as per MoRT&H Technical Specification Clause 401.
(iii) For Grading III Material.
474
2909317
-
Water Bound Macadam Sub-Base / Base: 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/ vibratory roller in stages to proper grade and camber, applying and brooming, stone screening and binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per MoRT&H Technical Specification Clause 404.
3) WBM Grading III (A) By Manual Means
381.62
3210530
-
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.
3160
165900
-
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.
37355
646241
-
Bituminous Macadam: Providing and laying bituminous macadam with 40-60 TPH hot mix plant producing an average output of 50tonnes 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 as per MoRT&H Technical Specification Clause 504. Grading-II (With Viscosity Graded Bitumen of VG-30)
173.54
2607967
-
Bituminous Concrete: Providing and laying bituminous concrete with 40-60 TPH batch type hot mix plant producing an average output of 50 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.20 percent 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 MORT&H specification clause No. 507 complete in all respects.
(A) Grading II
i. With Viscosity Graded Bitumen of VG-30.
1025.85
20205151
-
Painting two coats on new concrete surface: Providing and painting of two coats with synthetic enamel paint in all shades on new plastered concrete surfaces as per MoRT&H Technical specification clause 803.
504
48787
-
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