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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹16.1 LAccepted-AOC MOHAMMAD ADIL HOUSE NO 81 PHASE 1 TAJ NAGARI AGRA | AGRA | AGRA | UTTAR PRADESH | ₹16.1 L | L1 | Accepted-AOC Only Rs. 1612462.95 Accepted and Prepared bond |
| 2 | L2₹16.9 L+₹74,164.86 (4.60%)Rejected-Finance H NO 3 B M J COMPOUND NEAR BENARA FACTORY BODLA AGRA | AGRA | AGRA | UTTAR PRADESH | ₹16.9 L+₹74,164.86 (4.60%) | L2 | Rejected-Finance Due to High Rate |
| 3 | L3₹18.0 L+₹1.9 L (11.5%)Rejected-Finance 193 EWS TAJ NAGRI PHASE 1 TAJGANJ AGRA | AGRA | UTTAR PRADESH | 282001 | ₹18.0 L+₹1.9 L (11.5%) | L3 | Rejected-Finance Due to High Rate |
Tender Value
₹19.2 L
EMD Value
₹1.9 L
Closing Date
28 May 2026, 12:30 pmClosed
Executive Engineer, CD-Building, PWD, Agra
Executive Engineer, CD-Building, PWD, Agra
Construction of Examination Hall-Room -7.40 X 8.00m at Collectrate Campus Agra
2026_CEAGR_1152138_1
510/15Mg Dt-12-05-2026
Open Tender
Civil Works - Buildings
Lump-sum
180 days
Executive Engineer, CD-Building, PWD
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹1.9 L
Yes
Executive Engineer, CD-Building, PWD, Agra
22 Jun 2026
23 May 2026
28 May 2026
23 May 2026
28 May 2026
23 May 2026
26 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 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.(DSR-2.8.1) | - | CUM | 198.45 | - |
| 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. (DSR-2.25) | 52.14 | CUM | 149.43 | ₹7,791.28 |
| 3 | Anti-Termite Treatment Pre-Construction Anti-Termite Treatment of the bottom and sides of excavation at the rate of 5 litres of emulsion per square metre of surface area(DSR-SOR-Ch-8 Sl-1) | 82.94 | SQM | 70 | ₹5,805.8 |
| 4 | Anti-Termite Treatment Pre-Construction Anti-Termite Treatment of the backfill in contact with foundation at the rate of 7.5 litres of emulsion per square metre of vertical surface (Area of the sub structure in contact with backfill to be measured)(DSR-SOR-Ch-8 Sl-2) | 82.94 | SQM | 105 | ₹8,708.7 |
| 5 | Anti-Termite Treatment Pre-Construction Anti-Termite Treatment of the top surface of filled earth at the rate of 5 litres of emulsion per square metre of surface(DSR-SOR-Ch-8 Sl-3) | 82.94 | SQM | 70 | ₹5,805.8 |
| 6 | Anti-Termite Treatment Pre-Construction Anti-Termite Treatment of the soil under plinth protection at the rate of 5 litres of emulsion per square metre of surface(DSR-SOR-Ch-8 Sl-4) | 82.94 | SQM | 70 | ₹5,805.8 |
| 7 | Anti-Termite Treatment Pre-Construction Anti-Termite Treatment the soil along with external perimeter of building at the rate of 2.5 litres of emulsion per square metre of the perimeter wall(DSR-SOR-Ch-8 Sl-5) | 82.94 | SQM | 50 | ₹4,147 |
| 8 | 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) (DSR-4.1.8) | - | CUM | 5,193.47 | - |
| 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. All works upto plinth level
Concrete of M25 grade with minimum cement content of 330 kg /cum.RCC in Footing, Plinth Beam, RCC in Column upto plinth(DSR-5.33.1.1) | 1 | CUM | 7,246.42 | ₹7,239.17 |
| 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.(DSR-5.22.6) | 1 | QTL. | 8,222.48 | ₹8,214.26 |
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