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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹68.0 LAdmitted-Finance | -0.60% | ₹68.0 L | L1 | Admitted-Finance |
| 2 | L2₹68.2 LAdmitted-Finance NAGAR PANCHAYAT ANPARA SONBHADRA | SONBHADRA | UTTAR PRADESH | 231205 | -0.30% | ₹68.2 L | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical ITB CLAUSE 4.7(i) |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical ITB CLAUSE 4.4B(a)-iii |
| 5 | Rejected-Technical S 10 2 1 L RAM SINGH KATRA HUKULGANJ VARANASI | VARANASI | UTTAR PRADESH | - | - | - | Rejected-Technical ITB CLAUSE 4.7(i) |
Tender Value
₹68.5 L
EMD Value
₹1.4 L
Closing Date
20 May 2026, 12:00 pmClosed
SE RED VARANASI
pandeypur varanasi
Vikas khand chakiya ke gramsabha mudhuwa va bisori pandi road se harijan basti ke pehle se litorva hote hue lallan mishra va sunil yadav ke khet tak interlocking road ka nirman karya.
2026_REDUP_1145090_17
10/RED/2026-27/06-04-2026
Open Tender
Civil Works
120 days
chandauli
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹1.4 L
8 Jun 2026
5 May 2026
20 May 2026
5 May 2026
20 May 2026
5 May 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Excavation in foundation in ordinary soil including lift upto 1.5m and lead upto 30m requiring the use of special T&P As per S.I. No. 251. | 450 | Cum | 123.5 | ₹55,575 | BI01010001010000000000000515BI0100001113 |
| 2 | Earth work in cutting or in embankment in ordinary soil i/c lead up to 30m distance & lift up to 1.5 m. required for proper completion of the work but 3 km cartage extra. As per SI.No. 253 | 1,124.1 | Cum | 230 | ₹2,58,543 | BI01010001010000000000000515BI0100001114 |
| 3 | Cement concrete with 4cm gauge brick ballast,fine sand 1.25FM and cement in the proportion of 12:6:1 in foundation and under floors including supply of all material labour and T&P etc required for the proper completion of the work.As per S.I. No. 273 | 67.5 | Cum | 3,857 | ₹2,60,347.5 | BI01010001010000000000000515BI0100001115 |
| 4 | Brick masonry work in 1:4 cement mortar in foundation complete excluding pointing and plastering, as per drawing and Technical Specification Clauses 600, 1202 & 1203 | 403.26 | Cum | 6,279.12 | ₹25,32,117.93 | BI01010001010000000000000515BI0100001116 |
| 5 | Construction of granular Sub-base by providing well graded material , spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as perTechincal Specification clause 401 | 288 | Cum | 2,065.21 | ₹5,94,780.48 | BI01010001010000000000000515BI0100001117 |
| 6 | Providing, laying, spreading and compacting stone aggregates of 53mm to 22.4mm sizes (Crusher broken) to water bound macadam (WBM III) specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(WBM III) | 216 | Cum | 2,985.38 | ₹6,44,842.08 | BI01010001010000000000000515BI0100001118 |
| 7 | Providing and laying of Interlocking Concrete Block Pavements having thickness 80mm as per drawings and Technical Specification Clause 1504. | 2,880 | Sqm | 798.95 | ₹23,00,976 | BI01010001010000000000000515BI0100001119 |
| 8 | P.C.C consisting of 1:2:4 cement,coarse sand and approved 20mm gauge stone grite including supply of all materials, laboursand T&P etc all required for proper completion of the work SI- 279b. | 8.63 | Cum | 6,745 | ₹58,209.35 | BI01010001010000000000000515BI0100001120 |
| 9 | 12 mm thick plaster with cement mortar consisting of one part of cement and four part of sand of 1.25 F.M. Minimum thickness not less than 10 mm including supply of all materials, labour T&P etc.required for proper completion of work.As per SI No-584. | 854.4 | Sqm | 156.75 | ₹1,33,927.2 | BI01010001010000000000000515BI0100001121 |
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