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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹3.4 CrAccepted-AOC | ₹3.4 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹3.5 CrRejected-Finance | ₹3.5 Cr | 2 | Rejected-Finance Being Second Lowest |
Tender Value
₹3.5 Cr
EMD Value
₹7.0 L
Closing Date
3 Jun 2026, 2:00 pmClosed
General Manager (Zone-4) Agra
H No. A-121, Sec-13, Avas Vikas Colony, Sikandra, Agra
CONSTRUCTION OF 02 NO.ENTRANCE GATE ( FIROZABAD ROAD AND EXPRESSWAY ROAD ) AT BATESHWAR DHAM IN DISTRICT AGRA (U.P)
2026_UPPRC_1154742_1
14/GM-4/UPPCL/2026-27 Dated 25-05-2026
Open Tender
Miscellaneous Works
270 days
Bateshwar in Distt Agra
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹7.0 L
Office of General Manager (Zone-4) Agra
25 Jun 2026
27 May 2026
3 Jun 2026
27 May 2026
3 Jun 2026
27 May 2026
29 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | ENTRANCE GATE-01
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 | 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) | - | Cum. | - | - | - |
| 3 | 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 | - | CUM | - | - | - |
| 4 | 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 above plinth level upto floor V level
Concrete of M25 grade with minimum cement content of 330 kg /cum | - | Cum. | - | - | - |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - | - |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform | - | Sqm | - | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers | - | Sqm | - | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - | - |
| 9 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured).Suspended floors, roofs, landings, beams and balconies (Plan area to be measured) | - | Sqm | - | - | - |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | Qtl. | - | - | - |
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