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Tender Value
₹22.4 Cr
EMD Value
₹44.8 L
Closing Date
5 Oct 2026, 3:00 pmClosed
General Manager, Zone-5
General Manager, Zone-5, U.P. Projects Corporation Ltd. Gomti Barrage, Left Bank, Gomti Nagar, Lucknow
Construction work of Chief Minister Model Composite School (Pre-Primary to Class-12th) At- Sarila, District - Hamirpur (U.P.)
2026_UPPRC_1188621_1
34/UPPCL/GM-5/E-TENDER/2026-27
Open Tender
Civil Works - Buildings
Percentage
540 days
District Hamirpur (U.P.)
Construction work of Chief Minister Model Composite School (Pre-Primary to Class-12th) At- Sarila, District - Hamirpur (U.P.)
2 documents required · 2 mandatory
₹17,700
₹44.8 L
28 Sept 2026
28 Sept 2026
5 Oct 2026
28 Sept 2026
5 Oct 2026
28 Sept 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 | School Building | - | - | - | - |
| 2 | 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) : | - | - | - | - |
| 3 | 300 mm dia piles | 414 | Rm. | 2,184.17 | ₹9,04,246.38 |
| 4 | 400 mm dia piles | 4,128 | Rm. | 2,705.49 | ₹1,11,68,262.72 |
| 5 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles 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. | - | - | - | - |
| 6 | Initial and Routine Load Test shall not be carried out by Dynamic
method of testing | - | - | - | - |
| 7 | Single pile upto 50 tonne Safe capacity | - | - | - | - |
| 8 | Initial test (Test Load 2.5 times the Safe capacity) | 4 | Nos. | 39,023.38 | ₹1,56,093.52 |
| 9 | Routine test (Test Load 1.5 times the Safe capacity) | 12 | Nos. | 13,987.61 | ₹1,67,851.32 |
| 10 | 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 Kind of Soil | 921.8 | Cum. | 185.46 | ₹1,70,957.03 |
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Tendernotice_1.pdf
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BOQ_2239202.xls
BOQ • 2.68 MB
BID34.pdf
Tender Documents • 13.59 MB
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