Agra Development Authority Tender
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Agra Development Authority - ADA Tender
Civil And Construction
Eprocure
Opening Date29 Aug 2018
Closing Date5 Sep 2018
Tender Amount₹ 16,18,000
Costs
EMD
₹ 32,360Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_ADAA_244605_16Bid Award Id
ViewTender No
15/18-19 dt.-24.08.18Tender 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 laying cement concrete in 4:2:1 of not less than strength of M-150 stone ballast (20 mm nominal size), approved coarse sand and cement, curing complete including of cost of form work in foundation and floors-completion of the work as per direction of the E / I. (S.I No. 279(a) (SOR 2017-18)
17
-
6350
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12mm Thick cement plaster in single coat on fair side of single or half brick wall for interior plastering upto floor two level including internal rounded angles not exceeding 80mm in girth, chamfers and finished even and smooth. (NBO-17.58)
(a) 1 cement : 4 coarse sand (S.I. No. 582(ii) SOR-2017-18)
122
-
150
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R.C.C Work with cement approved coarse sand and 2cm. (¾") gauge approved stone ballast in the proportion 1:1½:3 in Slab excluding supply of reinforcement and its bending the same with 24 BWGI binding wire and including nesessary centering and shuttering etc. and also including supply of all materials labour and T&P etc. required for proper completion of the work. (SI.No-284(a) (SOR 2017-18)
1.6
-
8350
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Reinforcement of Reinforced concrete or reinforced brick work (When not included in and an over all rates) brought to required shape as necessary including bending for proper completion of the work and including the supply of steel and its waistage Bend, hooks, Binding wire and authorized over lapping shall be measured upto floor two level. (S.I No. 504) SOR 2017-18
(a) 10mm to 32mm tor (TMT Bars) Fe-415
1.6
-
5910
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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. (S.I No. 253, SOR-2017-18) (Rate including royalty of earth)
320
-
145
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Construction of Granual sub-Base (GSB) by providing coarse graded material, spreading in uniform layers with moter grader surface, mixing by mix in place method with rotavator at OMC & compacting with vibratory power roller to achieve the desired density, complete as per clause Table-400-2 S.N. 4.2 (C) MORT&H specification no. 401 grading size 53.00-26.50 mm @ 35%, 26.50-4.75 mm @ 45% and 2.36 mm & below @ 20% (Analysis)
161
-
2620
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Laying of 80mm thick Rubber Moulded I shapped precast Interlocking tiles (Compressive strength not less than 30Mpa and weight 4.50kg) including local sand base levelling and dressing of surface to required level and slope filling joints with local sand all complete work including VA. (SOR-2017-18/Chapter-20 N.I.-19)
700
-
880
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Cartage of surplus earth at a distance of 1.00km. (SOR-2017-18)
463
-
76
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