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NTID 39734912
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Part A Construction Work Of 30, Agra - Tender Details
Explore tender information for Part A Construction Work Of 30 in Agra, including eligibility, deadlines, and bid specifics.
Agra Development Authority
Agra, Uttar Pradesh, India
NTID 39734912
- Opening Date : Wed 2nd April, 2025
- Closing Date : Wed 2nd April, 2025
- ₹ 0.00
- NTID 39734912
Key Values: Document Cost: 2950.00 | EMD: 323000.00 | Estimated Cost: 0.00
Tender Description
Part A Construction Work Of 30 M Road Situated At Village Kalal Khedia - Road Construction Work Starting From Mahua Kheda Till The Old Road Of Khasra No. 586 And Khasra No. 666 Of Village Mayapur Part A Hotmix Plant Holder.
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
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EMD
323000.00 -
Document Cost
2950.00 -
Estimated Cost
Refer Documents
BOQ Items Total Items : 8 | Total Qty : 26738
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | 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. (SOR 2023-24 Chap-4 SI.no-253+231a) | 4650.000 | cum. |
| 2 | 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 (53mm - 26.50mm @ 35%, 26.50-4.75mm @ 45%, 2.36-mm and below @ 20%) | 1800.000 | Cum |
| 3 | Providing and Laying spreading and compacting grades stone aggregate to wet mix macadam (WMM) specification including premixing the material with water to OMC in mechnical Mix plant carries of mixed materical by tipper to site laying in uniform layers with paver in sub-base/base course on a well prepared surface and compacting with vibratory roller to achieve the desired density as per MORT&H specification No 406 S.No. 4.12 (table -400-11) Material (For Grading-I), 53 mm -22.4 mm 30.00%, 22.4mm-4.75mm 40.00%, 2.36 mm and below 30%) | 1305.000 | Cum |
| 4 | Providing and Laying primer coat with bitumen emulsion (M.S.) on prepared surface of granular base including cleaning of road surface and spraying primer @ 0.75kg/sqm using mechanical broom including all taxes complete as per mort&H specification. | 8550.000 | Sqm |
| 5 | Providing and applying Tack Coat VG-10 bitumen using bitumen pressure distributor @ 0.30 Kg/ M2 on the prepared bituminous surface cleaned with labour and Air compnesson including cost of bitumen, aggregate, T&P labour & all taxes complete as per MORTH&H specification No.503 Analyses attached. | 8550.000 | Sqm |
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