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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.4 CrAccepted-Finance | ₹4.4 Cr | 1 | Accepted-Finance Being First Lowest |
| 2 | 2₹4.5 CrRejected-Finance | ₹4.5 Cr | 2 | Rejected-Finance Being Second Lowest |
Tender Value
₹4.5 Cr
EMD Value
₹8.9 L
Closing Date
15 May 2026, 2:00 pmClosed
General Manager (Zone-4) Agra
H No. A-121, Sec-13, Avas Vikas Colony, Sikandra, Agra
Tourism Devlopment Work of Guru Ka Taal Gurudwara in District- Agra (U.P)
2026_UPPRC_1145636_1
08/GM-4/UPPCL/2026-27 Dated 02-05-2026
Open Tender
Miscellaneous Works
365 days
Guru ka taal agra
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹8.9 L
Office of General Manager (Zone-4) Agra
3 Jun 2026
5 May 2026
15 May 2026
5 May 2026
15 May 2026
5 May 2026
6 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 | 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. | - | 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 1:3:6 (1 cement : 3 coarse sand (zone-iii) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources) | - | cum | - | - | - |
| 4 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20mm nominal size derived from natural sources). | - | Sqm | - | - | - |
| 5 | 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
All works upto plinth level concrete of M25 grade with minimum cement content of 330 kg /cum | - | cum | - | - | - |
| 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. 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
All works above plinth level upto floor V level concrete of M25 grade with minimum cement content of 330 kg /cum | - | cum | - | - | - |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for
foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - | - |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | - | Sqm | - | - | - |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers. with water proof ply 12 mm thick | - | Sqm | - | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform. with water proof ply 12 mm thick | - | Sqm | - | - | - |
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