Tender For Rectification/ Strengthening Of 24Mtr Wide Road From Plot No. 1318 Towards Gym Khana Club In Sector-4 (Extn.), U/E, Rohtak, Providing And Laying Of 225Mm Thick Gsb, 230Mm Thick Wmm, 50Mm Thick Bm With 20Mm Thick Premix Surfacing With Seal, Rohtak-Haryana
TDR : 55163877
Tender Notice
BOQ
7 Days Left
Rohtak
Haryana
Tender For Rectification/ Strengthening Of 24Mtr Wide Road From Plot No. 1318 Towards Gym Khana Club In Sector-4 (Extn.), U/E, Rohtak, Providing And Laying Of 225Mm Thick Gsb, 230Mm Thick Wmm, 50Mm Thick Bm With 20Mm Thick Premix Surfacing With Seal
Name of Work:- Rectification/ strengthening of 24mtr wide road from Plot No. 1318 towards Gym Khana Club in Sector-4 (Extn.), U/E, Rohtak, `Providing and laying of 225mm thick GSB, 230mm thick WMM, 50mm thick BM with 20mm thick Premix Surfacing with Seal Coat (Type-B) and thermoplastic paint etc. at 24mtr wide road from Plot No. 1318 towards Gym Khana Club in Sector-4 (Extn.), U/E, Rohtak and all other works contingent thereto` (Including three years maintenance and defect liability free of cost). A/c Rs. 66.92 Lacs EM Rs. 133840/- Time Limit : - 04 Months
Sl. No.
Item Description
1
[17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, 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 MORTandH specifications 3. Grading III material [Through Rate]
2
[17.24]Wet 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 [Through Rate]
3
[17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg 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 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications [Through Rate]
4
[17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications [Through Rate]
5
[17.27.2]Bituminous Macadam with batch type HMP 2. Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix plant 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 Grading II (19 mm nominal size) [Through Rate]
6
[17.35.2]Close Graded Premix Surfacing/Mixed Seal Surfacing Surfacing 20 mm thickness (Type B) with VG-30 2. Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness Type B composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.9 kg 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 508 of MORT&H specifications. [Through Rate]
7
[17.36.3]Seal Coat 3. Type B with VG - 10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. [Through Rate]
8
[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift 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. [Through Rate]
9
[34.26]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. [Through Rate] Please Enable Macros to View BoQ information
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