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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 CrAccepted-AOC | ₹3.0 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹3.1 CrRejected-AOC 0 | ₹3.1 Cr | L2 | Rejected-AOC L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualify |
| 4 | Not Admitted-Fee/PreQual/Technical M 254 AASHIYANA COLONY LDA COLONY KANPUR ROAD LUCKNOW | LUCKNOW | LUCKNOW | UTTAR PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical ADD 627 BAKSHI KHURD DARAGANJ TEHSIL SADAR PRAYAGRAJ | PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
29 May 2026, 3:00 pmClosed
General Manager Zone-3 UPPCL Lucknow
Office of the General Manager Zone-3 UPPCL Lucknow
Construction of Administrative Building for Anti Corruption Organization Thana Distt. Ayodhya
2026_UPPRC_1151491_1
12/GM-3/UPPCL/2026-27 DATE-21.05.2026
Open Tender
Civil Works - Buildings
Percentage
270 days
Ayodhya
As per bid documents
2 documents required · 2 mandatory
₹17,700
₹6.4 L
7 Jul 2026
22 May 2026
29 May 2026
22 May 2026
29 May 2026
22 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil | 91.78 | CUM. | 127.66 | ₹11,716.63 |
| 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 64.25 | CUM. | 140.96 | ₹9,056.68 |
| 3 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 49.31 | CUM. | 1,527.4 | ₹75,316.09 |
| 4 | 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) | 41.02 | CUM. | 4,899.17 | ₹2,00,963.95 |
| 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 | 70.11 | CUM. | 6,835.79 | ₹4,79,257.24 |
| 6 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles | 1,272 | Mtr | 2,204.77 | ₹28,04,467.44 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for :
Foundations, footings, bases of columns, etc. for mass concrete | 70.73 | Sqm | 282.03 | ₹19,947.98 |
| 8 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 289.3 | Sqm | 529.62 | ₹1,53,219.07 |
| 9 | Columns, Pillars, Piers, Abutments, Posts and Struts | 48.92 | Sqm | 691.36 | ₹33,821.33 |
| 10 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 21.03 | qtl. | 527.53 | ₹11,093.96 |
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