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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.5 CrAccepted-AOC AMBALA CANTT | ₹17.5 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹17.9 CrRejected-Finance FRIENDS COLONY ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | ₹17.9 Cr | 2 | Rejected-Finance Being Second Lowest |
Tender Value
₹18.3 Cr
EMD Value
₹36.6 L
Closing Date
25 Mar 2026, 2:00 pmClosed
General Manager (Zone-4) Agra
H No. A-121, Sec-13, Avas Vikas Colony, Sikandra, Agra
CONSTRUCTION OF C.M. MODEL COMPOSITE VIDHYALAYA (PRE PRIMARY TO 12th CLASS) AT VILLAGE NAGLA JULHA IN DISTRICT- MAINPURI (U.P.)
2026_UPPRC_1125408_2
41/GM-4/UPPCL/2025-26 Dated 05-03-2026
Open Tender
Civil Works - Buildings
Percentage
545 days
Vill. Nagla Jhula Distt. Mainpuri
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹36.6 L
Office of General Manager (Zone-4) Agra
29 Apr 2026
14 Mar 2026
25 Mar 2026
14 Mar 2026
25 Mar 2026
14 Mar 2026
16 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 |
|---|---|---|---|---|---|
| 1 | SCHOOL BUILDING
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, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. | - | CUM | - | - |
| 2 | Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift | - | CUM | - | - |
| 3 | 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) ,including cost of form- work,in foundation and floors. | - | CUM | - | - |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | CUM | - | - |
| 5 | 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 floorWith Chlorpyriphos/Lindane E.C. 20% with 1% concentration | - | SQM | - | - |
| 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.. [FOR LINTEL] M-25.
UP TO PLINTH LVL.
Ground Floor | - | CUM | - | - |
| 7 | 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.. [FOR LINTEL] M-25.
All works above plinth level upto floor V level
Ground Floor | - | 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.. [FOR LINTEL] M-25.
All works above plinth level upto floor V level
First Floor | - | CUM | - | - |
| 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.. [FOR LINTEL] M-25.
All works above plinth level upto floor V level
Second Floor | - | 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.. [FOR SUNSHED] M-25.
Ground Floor | - | CUM | - | - |
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