Ghaziabad Development Authority Tender

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Ghaziabad Development Authority - GDA Tender

Works
Civil And Construction
Eprocure
Opening Date15 Nov 2018
Closing Date28 Nov 2018
Tender Amount₹ 35,55,198 
Notes
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Description

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Documents
Const. road at Tibra railway crossing, J.K. Jewellers to chau. Rajendra dharam kanta, Modinagar.
Construction of road at Tibra railway crossing, J.K. Jewellers to chau. Rajendra dharam kanta, Tibra road, Modinagar, Ghaziabad
Construction of road at Tibra railway crossing, J.K. Jewellers to chau. Rajendra dharam kanta, Tibra road, Modinagar, Ghaziabad
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BOQ Items

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Providing and applying tack coat with 80/100 (VG10) bitumen using emulsion pressure distributor at the rate of 0.30 kg. per sqm on the prepared bitumeneous / granular surface cleaned with mechanical broom including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 503 of MORT&H specification and as per dierction of the Engineer in charge (A.R.)

8900

100570

11.3

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Providing and laying dense graded bitumenous macadam with 100-120 tonnes per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-I premixed with 60 / 70 (VG30) bitumenous binder @ 4.25% by weight of total mix and filler @ 2% by weight of total mix , transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 507 Grade-II (19 mm nominal size) of MORT & H specification sand as per direction of the Engineer in charge (A.R.)

207

1677528

8104

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Providing and laying compacted semi dense bitumenous concrete with 100-120 tonnes per hour batch type Hot mix plant producing an average output of 75 MT per hour using crushed agregated of specified grading-I premixed with 60 / 70 (VG30) bitumenous binder @ 4.50% by weight of total mix and filler @ 2% by weight of total mix , transporting the hot mix material to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled vibratory (8-10 tonnes) roller for initial brake down rolling, finish rolling by smooth wheeled tondom roller (8-10 tonnes) to achieve the desired compaction, including supply of all materials, labour T&P etc. required for proper completion of the work as per clause 508 Grade-I(13 mm nominal size) of MORT & H specification sand as per direction of the Engineer in charge (A.R.)

130

1076660

8282



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