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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.7 CrAccepted-AOC KASANA TOWER V FLOOR ALPHA 1 GR NOIDA COMMERCIAL BELT GAUTAM BUDDHA NAGAR UTTAR PRADESH 201307 | NOIDA | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201307 | ₹5.7 Cr | 1 | Accepted-AOC L-1 BIDDER |
| 2 | 2₹6.1 CrRejected-Finance | ₹6.1 Cr | 2 | Rejected-Finance L-2 bidder |
| 3 | Rejected-Technical 53 VAISHAILI ENCLAVE SECTOR 9 INDIRA NAGAR LUCKNOW | LUCKNOW | - | - | Rejected-Technical Documents not submitted as per PQC |
| 4 | Rejected-Technical | - | - | Rejected-Technical Documents not submitted as per PQC |
| 5 | Rejected-Technical | - | - | Rejected-Technical Documents not submitted as per PQC |
Tender Value
₹6.8 Cr
EMD Value
₹13.5 L
Closing Date
28 Aug 2025, 4:00 pmClosed
SUPERINTENDING ENGINEER
OFFICE OF THE SUPERINTENDING ENGINEER CIVIL CONSTRUCTION CIRCLE II 2X660MW JAWAHARPUR THERMAL POWER PROJECT MALAWAN ETAH UP
CONSTRUCTION OF BARRACK FOR ACCOMODATION OF 112 CISF PERSONNEL WITHIN COLONY PREMISES OF 2X660MW JAWAHARPUR THERMAL POWER PROJECT MALAWAN DISTT ETAH
2025_RVUNL_1060942_1
01/CCC-II/CCD-IV/JTPP/2025-26
Open Tender
Civil Works - Buildings
Fixed-rate
Malawan Etah
Please refer tender document
2 documents required · 2 mandatory
₹11,800
UP RAJYA VIDYUT UTPADAN NIGAM LIMITED
₹13.5 L
JTPP Malawan Etah
2 Apr 2026
30 Jul 2025
29 Aug 2025
30 Jul 2025
28 Aug 2025
30 Jul 2025
12 Aug 2025
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-in-charge. | 1,815.04 | Cum | 157.87 | ₹2,86,540.36 |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials | 902.66 | Cum | 236.35 | ₹2,13,343.69 |
| 3 | 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 m and lift upto 1.5 m. | 1,471.12 | Cum | 190.69 | ₹2,80,527.87 |
| 4 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 88.45 | cum | 1,695.5 | ₹1,49,966.98 |
| 5 | Supplying chemical emulsion in sealed containers including delivery as specified.Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | 327.6 | litre | 174.37 | ₹57,123.61 |
| 6 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:With Chlorpyriphos E.C. 20% with 1% concentration | 589.69 | Sqm | 197.11 | ₹1,16,233.8 |
| 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-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 91.16 | Cum | 5,026.11 | ₹4,58,180.19 |
| 8 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth | 127.5 | Sqm | 533.08 | ₹67,967.7 |
| 9 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/recoverable separately). All works upto plinth level | 25 | Cum | 6,942.68 | ₹1,73,567 |
| 10 | All works above plinth level upto floor V level | 25 | Cum | 8,161.14 | ₹2,04,028.5 |
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