Bulandshahr Development Authority Tender
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Bulandshahr Development Authority Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Jun 2019
Closing Date27 Jun 2019
Tender Amount₹ 1,55,45,000
Costs
EMD
₹ 3,11,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_BDAB_351654_4Bid Award Id
ViewTender No
662/BDA/19-20/ Dt 30-05-2019Tender Authority
Bulandshahr Development Authority ViewPurchaser Address
-Website
http://http://bdabulandshahar.in/
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Documents
BOQ Items
Bitumen tack coat over painted surface @ 0.70 Kg/M2 including cost of bitumen VG-10 including maintenance of side pateries & watering, ramming during operation drum including supply of all materials, labour machines, fuel wood and T&P etc. required for proper completion of work as per MOT specification No. 502 and as per direction of E/I. [Analysis]
9800
-
22.2
Bitumen tack coat over painted surface @ 0.20 Kg/M2 including cost of bitumen VG-10 including maintenance of side pateries & watering, ramming during operation drum including supply of all materials, labour machines, fuel wood and T&P etc. required for proper completion of work as per MOT specification No. 502 and as per direction of E/I. [Analysis]
9800
-
7.1
Excavation in foundation in ordinary Soil (loam, clay or sand) including lift upto 1.50 m and lead upto 30 m and including watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by E/I upto a distance of 30 m from the foundation trenches. [S.I. No. - 251 (a)]
81
-
95
Earthwork in cutting or in embankment in ordinary soil, excavation to be done in regular pits not exceeding 0.50 M in depth and earthwork in embankment to be in 20 cm layers including ramming and dressing the surface to required levels and slopes and also including 1.50 M lift and 30 M lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 50 M distance and landscaping and including cartage of earth from 8 km. distance and including loading, unloading and royalty of earth charges etc. required for proper completion of the work as directed by E/I.
[S.I. No. - 253 (a)+261(b) + 231 (a)]
400
-
262.9
12 mm thick plaster with cement and Fine sand 1.25 F.M. mortar in 1: 4 over brick work minimum thickness not to be less than 1 cm including supply of all material, labour and T & P etc. required for proper completion of the work. [S.I. No. - 584 ]
245
-
150
Finishing wall with two coat weather coat (Asian or Berger Brand) paint of approved make and quality onnew surface to give an even shade including supply of all materials, labour. Tools & plants etc. required for proper completion of the work. (S.I. No. New Items Painting Work)
410
-
80
Brick lining on both sides of the road of M-150 class bricks 7 cm wide, 11 cm deep laid with mud mortar including labour and supply of bricks finished to the required template and in proper alignment and also including dressing & ramming the excavated earth as directed by the E/I. [S.I. No. - 765]
950
-
58.5
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction 1043 SUB HEAD : 16- ROAD WORK of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge). [DSR-16.69/2016]
910
-
360.9
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