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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹30.0 CrAccepted-AOC BARABANKI | UTTAR PRADESH | 225001 | ₹30.0 Cr Quoted ₹30.2 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹31.8 Cr+₹1.6 Cr (5.41%)Rejected-Finance 5 203A VINEET KHAND GOMTI NAGAR LUCKNOW UTTAR PRADESH 226 010 | LUCKNOW | LUCKNOW | UTTAR PRADESH | 226010 | ₹31.8 Cr+₹1.6 Cr (5.41%) | L2 | Rejected-Finance Above Rate |
| 3 | Rejected-Technical | - | - | Rejected-Technical Reject |
| 4 | Rejected-Technical 00 MEERANPUR SADARALI FAREEDPUR KALAN TANDA AMBEDKAR NAGAR UTTAR PRADESH 224145 | AMBEDKAR NAGAR | UTTAR PRADESH | 224145 | - | - | Rejected-Technical Reject |
| 5 | Rejected-Technical A 760 SUSHANT LOK PHASE 1 GURGAON 122002 HARYANA INDIA | - | - | Rejected-Technical Reject |
Tender Value
₹33.0 Cr
EMD Value
₹43.0 L
Closing Date
30 Mar 2026, 12:00 pmClosed
SE PMGSY PWD Prayagraj
Office of SE PMGSY PWD Prayagraj
Construction work of 96 Type-B residential units Thana Kotwali Khalilabad in District Sant Kabir Nagar
2026_CEPMP_1126853_1
322/Nivida(Building)-PMGSY Circle Pray/26 Date 09-03-2026
Open Tender
Civil Works - Buildings
Percentage
Sant Kabir Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹43.0 L
Yes
20-03-2026
11 May 2026
18 Mar 2026
30 Mar 2026
18 Mar 2026
30 Mar 2026
18 Mar 2026
20 Mar 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 |
|---|---|---|---|---|---|
| 0_) | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | 4,700.74 | CUM. | 95.44 | ₹4,48,638.43 |
| 0_) | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 295.9 | CUM. | 1,560.96 | ₹4,61,886.11 |
| 0_) | Treatment of soil under existing floors using chemical emulsion
@ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor: With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | 1,109.03 | S.Q.M. | 227.89 | ₹2,52,736.85 |
| 0_) | 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) | 337.39 | CUM. | 5,006.82 | ₹16,89,252.41 |
| 0_) | Thermo-Mechanically Treated bars work such as in reinforced concreted or reinforced brick work (when not included in overall rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage. | 2,341.09 | Qtl | 7,926.98 | ₹1,85,57,784.51 |
| 0_) | All works upto plinth level. Concrete of M30 grade with minimum cement content of 350 kg /cum | 1,308.77 | CUM. | 7,096.94 | ₹92,88,262.16 |
| 0_) | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 392.63 | Qtl | 539.12 | ₹2,11,674.69 |
| 0_) | Brick Work with common burnt clay F.P.S (non modular) brick of class designation 7.5 in foundation and plint in :
Cement mortar 1:6 (1 cement : 6 coarse sand) | 95.7 | CUM. | 5,242.2 | ₹5,01,670.02 |
| 0_) | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) 550 mm dia piles | 4,806 | RMT. | 3,470.05 | ₹1,66,77,060.3 |
| 0_) | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.
Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Initial test (Test Load 2.5 times the Safe capacity) | 2 | NOS. | 51,759.07 | ₹1,03,518.14 |
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