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NTID 46630918
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💬 Talk to Our Bidding ExpertCorrigendum Construction Of in Amethi - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Corrigendum Construction Of " in Amethi, India.
Public Works Department
Amethi, Uttar Pradesh, India
NTID 46630918
- Opening Date : Tue 22nd September, 2026
- Closing Date : Tue 22nd September, 2026
- ₹ 19200000.00
- NTID 46630918
Tender Description
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
-
EMD
1160000.00 -
Document Cost
2714.00 -
Estimated Cost
19200000.00
BOQ Items Total Items : 29 | Total Qty : 24091.63
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earthwork in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 metre in depth and earthwork in embankment to be in 20cm. layers including ramming and dressing the surface to required levels and slopes and also including 1.5 metre lift and 30m. lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks with in 30m. distance as directed by the engineer in charge. | 9000 | Cum |
| 2 | Construction of Granular sub base by providing well graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and complacting with smooth wheel roller to achieved the desired density. complete as per clause 401 | 1380 | Cum |
| 3 | Providing, laying and sperading Material on a prepared sub grade, adding cement @2% by weight to the spread Material manually, mixing in place with rotavator and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base. / Quantity of cement as 2 percent of quantity by weight for subbase | 202.5 | Cum |
| 4 | Providing, laying and spreading Material on a prepared sub base, cement @4 by weight to the spread material manually, mixing in place with rotavator and compacting with the road roller at OMC to acheive the desired unconfined compressive strength and to form a layer of sub base/base. | 834.38 | Cum |
| 5 | Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.35 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specicification Clause 503 Including cost of Bitumen | 10500 | Sqm |
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