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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.6 CrAccepted-Finance | ₹15.6 Cr | 1 | Accepted-Finance Being First Lowest |
| 2 | 2₹15.7 CrRejected-Finance | ₹15.7 Cr | 2 | Rejected-Finance Being Second Lowest |
Tender Value
₹15.7 Cr
EMD Value
₹31.4 L
Closing Date
20 May 2026, 2:00 pmClosed
General Manager (Zone-4) Agra
H No. A-121, Sec-13, Avas Vikas Colony, Sikandra, Agra
Devlopment Work of Ghat From Gopaleshwar Mandir to Sanskritik Sankul at Bateshwar Dham in District - Agra (U.P)
2026_UPPRC_1147375_1
09/GM-4/UPPCL/2026-27 Dated 04-05-2026
Open Tender
Civil Works - Others
455 days
Bateshwar in Distt Agra
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹31.4 L
Office of General Manager (Zone-4) Agra
3 Jun 2026
11 May 2026
20 May 2026
11 May 2026
20 May 2026
11 May 2026
12 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 | DEVELOPMENT OF GHAT WITH RAMP (MODULE-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.All kinds of soil.
From 0.00m to 1.50m | - | CUM | - | - | - |
| 2 | 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.All kinds of soil.
From 1.50m to 3.0m-Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. | - | CUM | - | - | - |
| 3 | 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.All kinds of soil.
From 3.00m to 4.50m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | - | CUM | - | - | - |
| 4 | 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.All kinds of soil.
From 4.50m to 6.0m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | - | CUM | - | - | - |
| 5 | 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.All kinds of soil.
From 6.00m to 7.50m-Extra for every additional lift of 1.5 m or part thereof in excavation /banking excavated or stacked materials. | - | CUM | - | - | - |
| 6 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 kms. from the site of work and including watering, dressing etc rate to include cost of all materials labour T & P etc required for proper completion of work. | - | CUM | - | - | - |
| 7 | 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-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) 1:4:8 (1 cement : 4 manufactured | - | 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.: 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. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works upto plinth level | - | 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.: 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. Concrete of M25 grade with minimum cement content of 330 kg /cum, All works Above plinth level | - | CUM | - | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete | - | SQM | - | - | - |
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