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Internal Connecting Road Sector-45 And 46, Farida, Faridabad,Haryana Tender

Haryana Urban Development Authority has published a tender for Internal Connecting Road Sector-45 And 46, Faridabad. Providing And Laying Gsb, Wmm, , Primer And Tack Coat, Bituminous Macadam, Bc, K And C With Road Marking Thermoplastic Paint Etc. For Internal Connecting Roads In Sector-45 And 46, Faridabad In Al . Submission Date for this Tender is 06-07-2022 and Tender estimated value is 8837474. Coats and Jackets Tenders in Faridabad Haryana. Bidders can get complete Tender details and download the document.


Tender Notice

32855338
Internal Connecting Road Sector-45 And 46, Faridabad. Providing And Laying Gsb, Wmm, , Primer And Tack Coat, Bituminous Macadam, Bc, K And C With Road Marking Thermoplastic Paint Etc. For Internal Connecting Roads In Sector-45 And 46, Faridabad In
Works
Indian
Haryana
Faridabad
06-07-2022

Tender Details

Internal Connecting Road Sector-45 And 46, Faridabad. Providing And Laying Gsb, Wmm, , Primer And Tack Coat, Bituminous Macadam, Bc, K And C With Road Marking Thermoplastic Paint Etc. For Internal Connecting Roads In Sector-45 And 46, Faridabad In Al

Key Value

Document Fees
INR 2000 /-
EMD
INR 176800.0 /-
Tender Value
INR 88.37 Lakhs /-

BOQ Items

Name of Work Internal connecting road Sector-45 & 46, Faridabad. Providing and laying GSB, WMM,, Primer and Tack Coat, Bituminous macadam, BC, K and C with road marking thermoplastic paint etc. for internal connecting roads in Sector-45 and 46, Faridabad in all respect. Including 3 Years maintenance and defect liability period free of cost. A/Cost Rs 88.40 LacE/Money Rs.176800/-Time limit- 06 Months
Sl. No. Item Description
1Compaction of Earthwork:- Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications (in case of link roads earthwork to be done by villagers.
2Construction of Embankment with Material obtained from Borrow pits:- Construction of Embankment with approved material obtained from borrow pits, including compensation of earth, with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications.
3Granular Sub-Base (Mix in place):- Construction of granular sub-base by providing 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 technical clause 401 of MORT&H technical specifications
4Wet Mix Macadam:- Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base /base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per technical clause 406 of MORT&H specifications.
5Prime Coat @ 0.85kg per sqm:- 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 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications.
6Tack Coat:- Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications.
7Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix p lant 100 · 120 TPH Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% 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 complete as per technical clause 504 of MORT&H specifications
8Tack Coat:- Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications.
9Bituminous Concrete with Batch type HMP:- Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP:- Providing and laying 30mm - 45 mm 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 VG - 30 @ 5.4% 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 complete as per technical clause 507 of per MORTH specifications.
10Cast in Situ Cement Concrete M20 Kerb:- Cast in Situ Cement Concrete M 20 Kerb with Channel Construction of cement concrete kerb with channel with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M10 grade foundation 150 mm thick, kerb channel 300 mm wide, 50 mm thick in PCCM20 grade, sloped towards the kerb, kerb stone with channel laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.
11Primer in cement surface:- Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer.
12Synthetic Enamel Paint:- Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade.
13Thermo plastic Paint:- 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. Note:- 1. A sealing primer may be applied in advance on cement concrete pavement to ensure proper bonding. Any laitance and/or curing compound to be removed where paint is required to be applied on concrete surface.
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