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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.5 CrAccepted-AOC | ₹18.5 Cr | L1 | Accepted-AOC L1 Firm |
| 2 | L2₹18.5 CrRejected-AOC | ₹18.5 Cr | L2 | Rejected-AOC L1 Firm |
| 3 | L3₹18.6 CrRejected-AOC | ₹18.6 Cr | L3 | Rejected-AOC L1 Firm |
Tender Value
₹18.6 Cr
EMD Value
₹37.2 L
Closing Date
15 Apr 2026, 1:00 pmClosed
General Manager Zone-2
General Manager, Zone-2, U.P. Projects Corporation Ltd. 14, Chandra Shekar Nagar Colony, Tulasherpur, Bareilly
CONSTRUCTION OF C.M. MODEL COMPOSITE SCHOOL, VILLAGE- AHRAULA MAFI, BLOCK - DHANAURA, DISTT.- AMROHA (U.P.)
2026_UPPRC_1130245_1
33/PCL/GM/ZONE-2/BLY/2025-26
Open Tender
Civil Works
365 days
BLOCK - DHANAURA, DISTT.- AMROHA (U.P.)
As per BID Document
2 documents required · 2 mandatory
₹17,700
₹37.2 L
17 Jun 2026
26 Mar 2026
15 Apr 2026
26 Mar 2026
15 Apr 2026
26 Mar 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 |
|---|---|---|---|---|---|
| 1Civil works | |||||
| 2 | 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. | - | CUM | 1 | - |
| 3same as above but for above 1.5m | |||||
| 4Filling 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 for all lift. | |||||
| 5Excavating, supplying, stacking and filling of local earth by mechanical transport upto a lead of 8km 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. | |||||
| 6 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | - | CUM | 1 | - |
| 7Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | |||||
| 8 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | - | sqm | 1 | - |
| 9Providing 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) ,including cost of form- work,in foundation and floors. | |||||
| 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | CUM | 1 | - |
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