Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil And Construction
Eprocure
Opening Date16 Nov 2021
Closing Date22 Nov 2021
Tender Amount₹ 16,34,000
Costs
EMD
₹ 33,000Document Cost
₹ 1,120Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_ADAA_644042_2Bid Award Id
ViewTender No
19/2021-22Tender Authority
Agra Development Authority ViewPurchaser Address
-Website
http://http://www.adaagra.in/
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Documents
BOQ Items
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributer at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom
2120
-
10
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Providing and Laying bituminous macadom with 60-90 T.P.H. batch type H.M.P. Producing an average output of 75 tonnes per hour using crushed aggragate of specifide grading premix with bituminious binder 3.30% percent VG-30 by weight of total mix and filter 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 tan tom rolars to achieve the disired compaction as per MORTH specifition clause No. 501.60+501.70 complete in all respects. (Grading II-19mm nominal size) design mix is necessary before execution of work) 25-10mm stone grit 40%, 10-5 mm 40% 5.00 and below 20%
117
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2735
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Providing and laying semi dense Bituminious concrete with 60-90 TPH Batch type HMP producing an average out put of 75 tonnes per hour using crushed aggragate of specifite grading premixed with bituminious binder @ 4.50% of mix and filter 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 tan dem rolars to achieve the disired compaction as per MORTH specifition clause No. 508 complete in all repects (VG-30 Bitumen 4.5%) 9.50-4.75mm 57%, 4.75mm and below 41% filler 2%
61
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3056
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Brick edging (Lining on both sides of the road) st. over burnt brick made out of M-100 Class Bricks 8 cm(3") wide and 12 cm(4½") deep laid with mud mortar including cost of bricks, labour finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-Charge. for proper completion of work (As Per P.W.D.S.I No. 765)
0.29
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75000
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Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 0.50 M in depth & earth-work in embankment to be in 20 Cm layers including ramming and dressing the surface to required levels and slopes and also including 1.5 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the Engineer-in-charge.Including cartage of earth from outside to proposed site upto 5km. lead (as per PWD SOR S.No-253+231a)
151
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271.8
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P/Laying of I shaped precast rubber moulded grey Interlocking tiles of thickness 100mm (Compressive strength not less then 30Mpa and weight 4.50kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope, filling joints with local sand all complete work. Including VAT (SOR 2020-21 chap-20 item-16)
342
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770
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