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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 LAccepted-Finance UTTAR PRADESH | GHAZIABAD | UTTAR PRADESH | 201011 | ₹1.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹1.4 LRejected-Finance | ₹1.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹1.6 LRejected-Finance | ₹1.6 L | L3 | Rejected-Finance L3 |
| 4 | L4₹1.7 LRejected-Finance | ₹1.7 L | L4 | Rejected-Finance L4 |
| 5 | L5₹1.7 LRejected-Finance | ₹1.7 L | L5 | Rejected-Finance L5 |
Tender Value
₹2 L
EMD Value
₹20,000
Closing Date
30 Mar 2026, 12:00 pmClosed
EE PD PWD AMBEDKAR NAGAR
OFFICE EE PD PWD AMBEDKAR NAGAR
Work on developing a sports ground as part of infrastructure facilities at P.M. Shri Composite School, Lohara Baramadpur Katehari
2026_CEUFZ_1129202_4
995/nivida Dt 11-03-2026
Open Tender
Civil Works - Roads
90 days
Ambedkarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹854
₹20,000
Yes
OFFICE EE PD PWD AMBEDKAR NAGAR
5 Apr 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 2026
25 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) manual means over areas (exceeding 30cm in depth 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5m, disposed earth to be levelled and neatly dressed. All kinds of soil | |||||
| 2Excavating holes more than 0.10cum & upto 0.5cum cum including getting out the excavated soil, then returning the soil as required in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering etc, disposing of surplus excavated soil, as directed within a lead of 50m and lift upto 1.5m All kinds of soil. | |||||
| 3Supplying and filling in plinth with fine sand under floors, including watering, ramming, consolidating and dressing complete. | |||||
| 452 mm thick cement concrete flooring with concrete hardener topping, under layer 40mm thick cement concrete 1:2:4 (1cement: 2 coarse sand:4 graded stone aggregate 20mm nominal size ) and top layer 12mm thick cement hardener consisting if mux 1:2 ( 1 cement hardener mix:2 hardening compound mixed@ 2 litre per 50 kg of cement or as per manufacturer’s specifications. This includer cost of cement slurry, but excluing the cost of nosing of steps etc. | |||||
| 51:5:10 ( 1 Cement : 5 coarse sand (zone-|||) derived from natural sources: 10 graded stone aggregate 40 mm nominal size derived from natural sources | |||||
| 61:3:6 ( Cement : 3 coarse sand ( zone-|||) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | |||||
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