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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.6 CrAccepted-AOC | ₹9.6 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹9.9 CrRejected-Finance 314 SECTOR 21 RAJYA SAMPATTI AWASIYA COLONY INDIRA NAGAR LUCKNOW U P | LUCKNOW | LUCKNOW | UTTAR PRADESH | ₹9.9 Cr | 2 | Rejected-Finance Being Second Lowest |
| 3 | Rejected-Technical | - | - | Rejected-Technical All Required Document are Not Complete |
| 4 | Rejected-Technical FRIENDS COLONY ETAWAH | ETAWAH | ETAWAH | UTTAR PRADESH | - | - | Rejected-Technical All Required Document are Not Complete |
Tender Value
₹9.9 Cr
EMD Value
₹19.8 L
Closing Date
9 May 2026, 2:00 pmClosed
General Manager (Zone-4) Agra
H No. A-121, Sec-13, Avas Vikas Colony, Sikandra, Agra
CONSTRUCTION OF INDOOR HALL AND RENOVATION OF EXISTING BADMINTON HALL AT SPORTS STEDIUM IN DISTRICT- MAINPURI (U.P.)
2026_UPPRC_1143702_1
07/GM-4/UPPCL/2026-27 Dated 28-04-2026
Open Tender
Civil Works - Buildings
Percentage
545 days
Sport Stedium Mainpuri
Please refer Tender documents.
2 documents required · 2 mandatory
₹17,700
₹19.8 L
Office of General Manager (Zone-4) Agra
8 Jul 2026
29 Apr 2026
9 May 2026
29 Apr 2026
9 May 2026
29 Apr 2026
30 Apr 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 | INDOOR HALL
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 | Supplying and filling in plinth with sand under floor, including watering,ramming,consolidating and dressing complete. | - | CUM | - | - |
| 4 | Providing and laying in position cement concrete of specified gradeexcluding the cost of centering and shuttering - All work up to plinthlevel :1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) | - | CUM | - | - |
| 5 | 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/Lindane E.C. 20% with 1% concentration | - | SQM | - | - |
| 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 | - | RM | - | - |
| 7 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity) | - | NOS. | - | - |
| 8 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Single pile upto 50 tonne Safe capacity
Routine test (Test Load 1.5 times the Safe capacity) | - | NOS. | - | - |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | CUM | - | - |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | - | CUM | - | - |
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