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NTID 46520359
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💬 Talk to Our Bidding ExpertGreater Bareilly Awasiy Yojana in Sharma - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Greater Bareilly Awasiy Yojana" in Sharma, India.
Bareilly Development Authority
Sharma, Uttar Pradesh, India
NTID 46520359
- Opening Date : Fri 25th September, 2026
- Closing Date : Thu 24th September, 2026
- ₹ 155183121.00
- NTID 46520359
Key Values: Document Cost: 20000.00 | EMD: 3104000.00 | Estimated Cost: 155183121.00
Tender Description
Greater Bareilly Awasiy Yojana Ke Canal Front Saundaryikaran Ke Antargat Sector-1 Ke Parkon Ka Saundaryikaran Karya.
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
3104000.00 -
Document Cost
20000.00 -
Estimated Cost
155183121.00
BOQ Items Total Items : 327 | Total Qty : 579593.203
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. D.S.R. Item No. 2.8.1 | 5771.98 | Cum |
| 2 | Providing & laying cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) D.S.R. Item No. 4.1.8 | 546.37 | Cum |
| 3 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M25 grade with minimum cement content of 350 kg /cum All works upto plinth level RCC as in fdns and footings of colums and plinth beam and bases of column. DSR Item No. 5.33.1.1 | 1336.07 | Cum |
| 4 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum (level 1 to lvl-5) D.S.R. Item No. 5.33.2.1 | 555.35 | Cum |
| 5 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: 1:1½:3 (1 cement : 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).. DSR Item No. 4.2.2 | 17.01 | Cum |
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