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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.7 CrAdmitted-Finance | -0.10% | ₹2.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.7 Cr+₹5.6 L (2.10%)Admitted-Finance NEAR SP AVAS CIVIL LINE GOLA BAZAR MAINPURI | +2.00% | ₹2.7 Cr+₹5.6 L (2.10%) | L2 | Admitted-Finance |
| 3 | L3₹2.8 Cr+₹13.7 L (5.11%)Admitted-Finance | +5.00% | ₹2.8 Cr+₹13.7 L (5.11%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 1251 865 11 1 RED CARPET BANKTH HALL KE PAAS RAMADEVI NAGAR MAINPURI | MAINPURI | UTTAR PRADESH | 205001 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
Refer Docs
EMD Value
₹6.3 L
Closing Date
15 Apr 2025, 6:00 pmClosed
Executive Officer
Npp Chhibramau
Constriction of stadium
2025_DOLBU_1017229_1
591/1/10/03/2025
Open Tender
Civil Works
Percentage
270 days
Npp Chhibramau
Please refer Tender documents.
2 documents required · 2 mandatory
₹51,850
EXECUTIVE OFFICER
₹6.3 L
Npp Chhibramau
3 May 2025
12 Mar 2025
15 Apr 2025
12 Mar 2025
15 Apr 2025
15 Mar 2025
12 Mar 2025 - 15 Mar 2025
15 Mar 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 | Excavation work by mechanical means (Hydraulic excavator)/ manualmeans in foundation trenches or drains (not exceeding 1.5m in width or10 sqm on plan), | 1 | Cum | - | - |
| 2 | 1:4:8 ( 1Cement :4 Coresand (Zone -III) derived frome natureal sources :8 graded stone aggregrate 40 mm nominal size derived from natural sources | 1 | Cum | - | - |
| 3 | R.C.C. work with cement approved coarse sand and 20
mm. guage approved stone grit im the proportion of 1:1.5:3 in supply of reinforcement the concrete shall not beless than M-20 Footing | - | Cum | - | - |
| 4 | R.C.C. work with cement approved coarse sand and 20
mm. guage approved stone grit im the proportion of 1:1.5:3 in supply of reinforcement the concrete shall not beless than M-20 Footing | - | Cum | - | - |
| 5 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc. including cost of de-shuttering and decenter.ing at all level | - | Sqm | - | - |
| 6 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-incharge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). | - | Kg | - | - |
| 7 | Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in foundaction and plinth in | - | cum | - | - |
| 8 | Brick work with common burnt clay F.P.S. (non modular ) bricks of class designation 7.5 in superstracture above plinth level up to v level in all shapes and sizes in. | - | Cum | - | - |
| 9 | 12mm cement plaster of mix: 1:4 ( 1 cement : 4 coarse sand ) | - | Sqm | - | - |
| 10 | 20mm cement plaster of mix: 1:4 ( 1 cement : 4 coarse sand ) | - | Sqm | - | - |
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