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Construction Of New Link Roads 2021-22 Under Dmf Scheme (Compaction Of Earthwork To Ist Coat, Tack Coat, Premix Carpet, Seal Coat And Misc. Items Etc.), hoshiarpur-Punjab

Public Works Department-PWD has published Construction Of New Link Roads 2021-22 Under Dmf Scheme (Compaction Of Earthwork To Ist Coat, Tack Coat, Premix Carpet, Seal Coat And Misc. Items Etc.). Submission Date for this Tender is 04-03-2024. Road Work Tenders in hoshiarpur Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

42423360
Construction Of New Link Roads 2021-22 Under Dmf Scheme (Compaction Of Earthwork To Ist Coat, Tack Coat, Premix Carpet, Seal Coat And Misc. Items Etc.)
Open Tender
Indian
Punjab
hoshiarpur
04-03-2024

Tender Details

Construction Of New Link Roads 2021-22 Under Dmf Scheme ( Compaction Of Earthwork To Ist Coat, Tack Coat, Premix Carpet, Seal Coat And Misc. Items Etc. )

Key Value

Document Fees
INR 5000 /-
EMD
INR 96121.0 /-
Tender Value
INR 48.06 Lakhs /-

BOQ Items

Name of Work: Construction of New Link roads 2021-22 under DMF Scheme (Compaction of Earthwork to Ist Coat, Tack Coat, Premix Carpet, Seal Coat and Misc. Items etc.)
Sl. No. Item Description
1Compacting original ground below embankment c) Compaction of earth work & preparation of sub grade including loosening, levling of earth 225mm 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 table 300-2 as per technical clause 305 of MORT&H specifications.
2Providing and laying of brick on end edging 6.83 cm wide, 11.11cm long and 22.86 high half brick deep including excavation, refilling and disposal of surplus earth up to 50 mtr complete as per Punjab PWD specifications.
3Construction of granular sub-base by providing material as per grading-III (Table 400-I of MORT&H 5th revision), mixing in a mechanical mix plant at OMC, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORT&H specifications
4Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming Water Bound Macadam Grading I , watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications without screening
5Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying an brooming Water Bound Macadam Grading II,watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications without screening
6Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications.
7Providing and applying tack coat with penetration grade bitumen VG- 10 using bitumen pressure distributor @ of 0.40 kg per sqm on the prepared bituminoussurface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications
8Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity,finished to required level and grades complete as per technical clause 510 of MORT&H specifications
9Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications
10Road Structure Work:-
11Construction of 2"-6" Span Slab Type Culvert as per PWD Specification
12Construction of 450mm dia Hume Pipe Culvert as per PWD Specification
13Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC 25-1967 fixing in position including painting and printing etc. complete as per technical clause 806 of MORT&H specifications
14Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD specifications
15Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. fixed over 3mm thick aluminum Composite material (ACM) sheeting having aluminum skiN thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mmmm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012. Definition Plate 600x200mm rectangular as per asper IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 – 09 and as per IRC 67 – 2012. specifications. Fixed over 3mm thick Aluminum Composite Material (ACM) sheeting having aluminum skin thickness of 0.25 to 0.3 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200 mm c/c to back support frame welded with vertical post of sign board complete as per clause 801 of MORT&Hspecifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012
16Add extra cost of Cultural Cess @ 1% on Total costas items mentioned above on 1 to 15
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