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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.5 CrAccepted-AOC | L1 | Accepted-AOC L1 Firm | |
| 2 | L2₹11.5 Cr+₹5.9 L (0.52%)Rejected-AOC | L2 | Rejected-AOC L2 Firm | |
| 3 | Rejected-Technical | - | Rejected-Technical Rejected | |
| 4 | Rejected-Technical | - | Rejected-Technical Rejected | |
| 5 | Rejected-Technical | - | Rejected-Technical Rejected |
Tender Value
₹11.6 Cr
EMD Value
₹23.2 L
Closing Date
15 Apr 2026, 1:00 pmClosed
General Manager Zone-2
General Manager, Zone-2, U.P. Projects Corporation Ltd. 14, Chandra Shekar Nagar Colony, Tulasherpur, Bareilly
CONSTRUCTION OF GOVERNMENT DEGREE COLLEGE AT VILLAGE-DHAKIYA PARVEZPUR, VIKAS KHAND DADRAUL, TEHSIL-SADAR, DISTRICT SHAHJAHANPUR (U.P.)
2026_UPPRC_1130234_1
32/PCL/GM/ZONE-2/BLY/2025-26
Open Tender
Civil Works
Percentage
545 days
TEHSIL-SADAR, DISTRICT SHAHJAHANPUR
As per BID Document
2 documents required · 2 mandatory
₹17,700
₹23.2 L
18 Jun 2026
26 Mar 2026
15 Apr 2026
26 Mar 2026
15 Apr 2026
26 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 |
|---|---|---|---|---|---|
| 1Clearing jungle including uprooting of rank vegetation , grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distanceof 50 moutside the periphery of the area cleared. | |||||
| 2Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift upto 1.50 m and lead upto 30m and 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 In-charge upto a distance of 30m from the foundation trenches. | |||||
| 3Local Sand filling in foundation & Plinth under floor including watering, dressing and incluing proper complirion of work | |||||
| 4Supply and filling of good earth upto 5 km including supply of earth filling, raming in 20cm layer, watering , cost of royalties etc., complete in all respect as per direction given Engineer-in-charge. | |||||
| 5Providing and laying cement concrete in 1:4:8 (1 Cement : 4 Coarse sand : 8 graded Stone aggregate 40mm nominal size) and curing complete. Including cost of form work. In foundation and floors. As in item above but in the proportion 8:4:1 | |||||
| 6Antitermite treatment of soil under floors, apron, footing using chemical emulsion @ one liter per hole, 300mm apart@ 100 Nos holes per 9.00 sqm. Including drilling 12mm diameter holes and plugging also to match the floor properly with chlorpyriphos/Lindane E.C. 20% with i% concentration | |||||
| 7Providing and laying in position ready mixed or site batcheddesign mix cement concrete for reinforced cement concrete work;using coarse aggregate and fine aggregate derived from naturalsources, Portland Pozzolana / Ordinary Portland /Portland Slagcement, admixtures in recommended proportions as per IS: 9103to accelerate / retard setting of concrete, to improve durabilityand workability without impairing strength; including pumpingof concrete to site of laying, curing, carriage for all leads; butexcluding the cost of centering, shuttering, finishing andreinforcement as per direction of the engineer-in-charge; for thefollowing grades of concrete.Note: Extra cement up to 10% of the minimum specified cementcontent in design mix shall be payable separately. In case thecement content in design mix is more than 1.10 times of thespecified minimum cement content, the contractor shall havediscretion to either re-design the mix or bear the cost of extracement. All works upto plinth level Concrete of M25 grade with minimum cement content of 330 kg /cum Foundation | |||||
| 8Plinth beam | |||||
| 9All works above plinth level upto floor V level Concrete of M25 grade with minimum cement content of 330 kg /cum Lintel Band | |||||
| 10Slab Beam | |||||
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