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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 CrAccepted-AOC BARABANKI | UTTAR PRADESH | 225001 | ₹15.8 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹17.8 Cr+₹2.0 Cr (12.5%)Rejected-Finance | ₹17.8 Cr+₹2.0 Cr (12.5%) | L2 | Rejected-Finance L2 |
| 3 | L3₹17.9 Cr+₹2.0 Cr (12.9%)Rejected-Finance | ₹17.9 Cr+₹2.0 Cr (12.9%) | L3 | Rejected-Finance L3 |
| 4 | L4₹17.9 Cr+₹2.1 Cr (13.4%)Rejected-Finance TURKAHIYA SHUKLA NIWAS SHIVNAGAR GANDHINAGAR DISTRICT BASTI | GANDHINAGAR | BASTI | UTTAR PRADESH | ₹17.9 Cr+₹2.1 Cr (13.4%) | L4 | Rejected-Finance L4 |
Tender Value
₹19.1 Cr
EMD Value
₹29.1 L
Closing Date
30 Jan 2026, 12:00 pmClosed
SE PMGSY CIRCLE PWD PRAYAGRAJ
Office of the SE PMGSY CIRCLE PWD PRAYAGRAJ
Construction of CM Model Composite Vidhyalaya in District Siddharth Nagar
2026_CEPMP_1104457_1
1795/Nivida (Building) PMGSY Circle Praya/2025 Date-24-12-2025
Open Tender
Civil Works - Buildings
Percentage
Siddarth Nagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹29.1 L
Yes
Office of the SE PMGSY CIRCLE PWD PRAYAGRAJ
4 Apr 2026
7 Jan 2026
30 Jan 2026
7 Jan 2026
30 Jan 2026
7 Jan 2026
16 Jan 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_) | Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5 m.(5 fts.) and lead upto 30m.(100 fts.) & including filling. watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-incharges upto a distance of 30 m.(100 fts.) from the foundation trenches. | 2,927 | CUM | 187 | ₹5,47,349 |
| 0_) | 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. | 2,607 | CUM | 503 | ₹13,11,321 |
| 0_) | Sand filling in plinth including supply of necessary quantity of local sand from a distance not exceeding 8 Kms from the site of work and including watering dressing etc. required for proper completion of work. | 523 | CUM | 1,527 | ₹7,98,621 |
| 0_) | Providing and laying Cement concrete 1:4:8 (1 cement : 4coarse sand : 8 graded stone ballast 40 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. also including cost of formwork in foundation | 567 | CUM | 4,898 | ₹27,77,166 |
| 0_) | Providing and laying Cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone ballast 20 mm nominal size) including supply of all materials.labour and T&P etc. required for proper completion of the work and curing complete. | 5.38 | CUM | 5,665 | ₹30,477.7 |
| 0_) | Treatment of soil under existing floors using chemical emulsion @ one litre per hole,300mm apart including drilling 12 mm dia holes and plugging with cement mortar 1:2to match the existing floor | 4,361.7 | SQM | 222 | ₹9,68,297.4 |
| 0_) | Providing and laying in position ready mixed or sitebatched 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.All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum All work Upto plinth level for footing,Tie beam,column upto plinth & etc | 923 | CUM | 6,835 | ₹63,08,705 |
| 0_) | Providing and laying in position ready mixed or sitebatched 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 concreteAll works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum All work Above plinth level for Slab ,beam ,column and lintel for door & window etc | 1,670 | CUM | 7,091 | ₹1,18,41,970 |
| 0_) | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) M 20 All work Upto plinth level for footing,Tie beam,column upto plinth & etc | 51.1 | CUM | 6,505 | ₹3,32,405.5 |
| 0_) | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-lll) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) M 20 All work Above plinth level for Slab ,beam , lintel for door & window etc excluding column above plinth | 243.5 | CUM | 8,274 | ₹20,14,719 |
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