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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-Finance | ₹12.9 L | L1 | Accepted-Finance QULLIFIED |
| 2 | L2₹13.0 L+₹10,378.07 (0.81%)Accepted-Finance | ₹13.0 L+₹10,378.07 (0.81%) | L2 | Accepted-Finance QULLIFIED |
| 3 | L3₹13.1 L+₹22,248.46 (1.73%)Accepted-Finance | ₹13.1 L+₹22,248.46 (1.73%) | L3 | Accepted-Finance QULLIFIED |
| Sl No | Description | Qty | Unit | ARUN SIWAL CONSTRUCTION L2 | AMIT SIWAL CONTRACTOR L3 | RAJEEV ENTERPRISES L1 |
|---|---|---|---|---|---|---|
| 1.00 | Earth work in Filling embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm layers i/c ramming and dressing the surface to required levels and slopes and also i/c i/c 1.50 m lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the Engineer-in-charge. SI No.-253(a), 261(b) & 231(a). i/c carted earth upto 3 km | 2,468.23 | Cum | 198 ₹4,88,709.54 | 200 ₹4,93,646 | 195 ₹4,81,304.85 Lowest |
| 2.00 | Construction of granular sub-base by providing Well graded material, spreading in uniform layers 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 per Technical Specifcation Clause 401. | 42.83 | Cum | 2,950 ₹1,26,348.5 | 2,983 ₹1,27,761.89 | 2,948 ₹1,26,262.84 Lowest |
| 3.00 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth whell roller 80-100 kn in stages to proper grade and camber,applying and brooming,stone Type B 11.2 mm for grading 3screening to fill up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause 405. | 32.12 | Cum | 3,900 ₹1,25,268 | 3,971 ₹1,27,548.52 | 3,890 ₹1,24,946.8 Lowest |
| 4.00 | Providing and laying of interlocking concrete block pavement having thickness 80 mm as per drawings and technical specification clause 1504 | 428.25 | Sqm | 945 ₹4,04,696.25 | 950 ₹4,06,837.5 | 940 ₹4,02,555 Lowest |
| 5.00 | Brick masonry work in cement mortar (1:4) in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | 18.32 | Cum | 6,500 ₹1,19,080 | 6,555 ₹1,20,087.6 | 6,490 ₹1,18,896.8 Lowest |
| 6.00 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 39.83 | Sqm | 194 ₹7,727.02 | 194.75 ₹7,756.89 | 190 ₹7,567.7 Lowest |
| 7.00 | Plain/reinforced cement concrete M20 (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 3.05 | Cum | 7,080 ₹21,594 | 7,096 ₹21,642.8 | 7,070 ₹21,563.5 Lowest |
| 8.00 | Supply and fixing of Granite stone 20mm thick board i/c all si no29(a) | 0.45 | Sqm | 2,745 ₹1,235.25 | 2,755 ₹1,239.75 | 2,740 ₹1,233 Lowest |
| 9.00 | Painting letters on black granite stone board above size 2.5 but upto 8cm as per sino 818 | 100 | Nos | 8 ₹800 | 8.08 ₹808 | 7.5 ₹750 Lowest |
Tender Value
Refer Docs
EMD Value
₹31,000
Closing Date
8 Apr 2026, 11:30 amClosed
BDO OFFICE
VIKAS KHAND GARHMUKTESHWAR HAPUR
Soil Filling and Site Development Work at Kasturba Gandhi School in Village Athasaini
2026_RDUP_1132191_1
218/LEKHA/GARH/DATE-20/03/2026
Open Tender
Miscellaneous Services
Lump-sum
90 days
BDOGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,000
BDO GARH
₹31,000
8 Apr 2026
2 Apr 2026
8 Apr 2026
2 Apr 2026
8 Apr 2026
2 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth work in Filling embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20 cm layers i/c ramming and dressing the surface to required levels and slopes and also i/c i/c 1.50 m lift and 30 m lead. The earth from cutting to be used in making embankment or to be deposited as spoil banks within 30 M distance as directed by the Engineer-in-charge. SI No.-253(a), 261(b) & 231(a). i/c carted earth upto 3 km | - | Cum | - | - |
| 2 | Construction of granular sub-base by providing Well graded material, spreading in uniform layers 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 per Technical Specifcation Clause 401. | 1 | Cum | - | - |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness hand packing rolling with smooth whell roller 80-100 kn in stages to proper grade and camber,applying and brooming,stone Type B 11.2 mm for grading 3screening to fill up the interstices of coarse aggregate watering and compacting to the required density grading 3 as per technical specification clause 405. | 1 | Cum | - | - |
| 4 | Providing and laying of interlocking concrete block pavement having thickness 80 mm as per drawings and technical specification clause 1504 | - | Sqm | - | - |
| 5 | Brick masonry work in cement mortar (1:4) in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 | - | Cum | - | - |
| 6 | Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 1 | Sqm | - | - |
| 7 | Plain/reinforced cement concrete M20 (1:2:4) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 | 1 | Cum | - | - |
| 8 | Supply and fixing of Granite stone 20mm thick board i/c all si no29(a) | - | Sqm | - | - |
| 9 | Painting letters on black granite stone board above size 2.5 but upto 8cm as per sino 818 | - | Nos | - | - |
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