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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.0 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹34.6 L+₹3.6 L (11.5%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | Rejected-Technical 0 BELCHAURA MAUNATH BHANJAN MAU MAU UTTAR PRADESH 275101 | MAU | UTTAR PRADESH | 275101 | - | Rejected-Technical as recommended by committee member | ||
| 4 | Rejected-Technical HAVELI KHAS GANDHINAGAR BASTI | GONDA | UTTAR PRADESH | 271305 | - | Rejected-Technical as recommended by committee member |
Tender Value
₹36.4 L
EMD Value
₹73,000
Closing Date
4 Sept 2026, 12:00 pmClosed
SE RED Circle Basti
O/O SE RED Circle Basti
Janpad Siddhartha Nagar ke Thanha Uska Bazar mein thahnasyaksh awas ka nirman karya
2026_REDUP_1180774_1
759/RED/Tender/File No/Bond Clerk/2026-27Dt. 29.07.2026
Open Tender
Civil Works
Percentage
180 days
works
as per sbd
2 documents required · 2 mandatory
₹2,714
₹73,000
Yes
8 Oct 2026
29 Aug 2026
4 Sept 2026
29 Aug 2026
4 Sept 2026
29 Aug 2026
29 Aug 2026 - 4 Sept 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation work by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 soils as directed, within a lead of 50 m DSR-2.8.1 | 114.51 | CUM. | - | - |
| 2 | Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. DSR-2.25(a) | 4.55 | CUM. | 1 | ₹4.55 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. (D.S.R.-2.27) | 15.56 | CUM. | - | - |
| 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :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. DSR-4.1.8 | 19.96 | CUM. | 1 | ₹19.94 |
| 5 | 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work in Footing, All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum 5.33.1.1 | - | CUM. | 1 | - |
| 6 | 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work Upto plinth Lvl. (M-25) 5.33.1.1 | 2.58 | CUM. | 1 | ₹2.58 |
| 7 | Same as Above but for R.C.C. work Above plinth Lvl. (M-25) 5.33.2.1 | 6.19 | CUM. | - | - |
| 8 | 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work Upto plinth Lvl. (M-25) 5.33.1.1 | 10.66 | CUM. | 1 | ₹10.65 |
| 9 | 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work Above plinth Lvl. (M-25) 5.33.2.1 | 16.88 | CUM. | - | - |
| 10 | 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 upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum R.C.C. work Above plinth Lvl. (M-25) 5.33.2.1 | 6.57 | CUM. | - | - |
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