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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹9.7 CrAccepted-AOC 48 GF SECTOR 1 HUDA NARNAUL MAHENDRAGARH HARYANA 123001 | NARNAUL | MAHENDRAGARH | HARYANA | 123001 | ₹9.7 Cr | 1 | Accepted-AOC ok |
| 2 | 2₹12.3 Cr+₹2.6 Cr (27.0%)Rejected-AOC 1391 SECTOR 57 PART II 122003 | GURUGRAM | HARYANA | 122003 | ₹12.3 Cr+₹2.6 Cr (27.0%) | 2 | Rejected-AOC ok |
| 3 | 3₹12.5 Cr+₹2.8 Cr (28.9%)Rejected-AOC 218 26 CHAKRIYA PURI SONIPAT ROAD ROHTAK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹12.5 Cr+₹2.8 Cr (28.9%) | 3 | Rejected-AOC ok |
| 4 | 4₹13.9 Cr+₹4.3 Cr (44.0%)Rejected-AOC RAM NAGAR NEW BUS STAND NARWANA 126116 | NARWANA | JIND | HARYANA | 126116 | ₹13.9 Cr+₹4.3 Cr (44.0%) | 4 | Rejected-AOC ok |
| 5 | 5₹14.1 Cr+₹4.4 Cr (45.7%)Rejected-AOC DLG 13 14 PUSHPA COMPLEX HISAR HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | ₹14.1 Cr+₹4.4 Cr (45.7%) | 5 | Rejected-AOC ok |
| Sl No | Description | Qty | Unit | m/s omparkash contractor L2 | M/S SHREE BALAJI BUILDERS L6 | Raghbir Singh Contractor L5 | Pali Ram Contractor L4 | The Tibba Dana Sher Co Op L and C Society Limited L7 | JS SYNERGIES PRIVATE LIMITED L3 | Shree Salasar Associates L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | CREDIT RATE OF BRICKS RECOVERED FROM DISMENTALING EXISTING STRUCTURE | 6,680.1 | cum | 880 ₹-58,78,490.64 Lowest | 880 ₹-58,78,490.64 Lowest | 880 ₹-58,78,490.64 Lowest | 1,300 ₹-86,84,133.9 | 880 ₹-58,78,490.64 Lowest | 880 ₹-58,78,490.64 Lowest | 925 ₹-61,79,095.28 |
| 2.00 | Credit of excavated earth for all types of soil (i.e. clay, silt, sand and sludge etc.) | 1,61,948.04 | cum | 28 ₹-45,34,545.12 Lowest | 36 ₹-58,30,129.44 | 36 ₹-58,30,129.44 | 60 ₹-97,16,882.4 | 36 ₹-58,30,129.44 | 36 ₹-58,30,129.44 | 40 ₹-64,77,921.6 |
| 3.00 | Lining with design mix concrete of grade M-20 with minimum cement content 300kg/cum as per required thickness including 10 mm thick cement plaster 1:5, curing, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. 100mm thickness In bed Using Paver | 73,967.69 | Sqm | 470 ₹3,47,64,812.89 | 532.25 ₹3,93,69,301.41 | 515 ₹3,80,93,358.81 | 515 ₹3,80,93,358.81 | 520 ₹3,84,63,197.24 | 463 ₹3,42,47,039.08 | 386 ₹2,85,51,527.18 Lowest |
| 4.00 | Lining with design mix concrete of grade M-20 with minimum cement content 300kg/cum as per required thickness including 10 mm thick cement plaster 1:5, curing, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. 100mm thickness In slope Using Paver | 79,797.22 | Sqm | 470 ₹3,75,04,695.28 | 534.48 ₹4,26,50,020.28 | 515 ₹4,10,95,570.36 | 515 ₹4,10,95,570.36 | 520 ₹4,14,94,556.48 | 460.4 ₹3,67,38,641.93 | 388 ₹3,09,61,322.91 Lowest |
| 5.00 | Providing and fixing double-layer HDPE geocell system in side slope (i) 356 mm x 356 mm x 75 mm of thickness 1.2 mm high perforated/textured HDPE geocell filled with coarse sand (ii) 712 mm x 712 mm x 150 mm of thickness 1.2 mm high perforated/textured HDPE geocell filled with 20 mm graded aggregate, including supply of geocell sheets, connectors, J-pin anchors 10 mm dia at required spacing, layout, expansion, fixing, filling, watering and testing as per direction by Engineer-in-Charge and Complete in all respects. | 62,983.87 | Sqm | 450 ₹2,83,42,742.4 | 519.37 ₹3,27,11,933.6 | 515 ₹3,24,36,694.08 | 800 ₹5,03,87,097.6 | 510 ₹3,21,21,774.72 | 461 ₹2,90,35,564.99 | 364 ₹2,29,26,129.41 Lowest |
Tender Value
₹12.7 Cr
EMD Value
₹25.4 L
Closing Date
15 Dec 2025, 6:00 pmClosed
SATYENDER KUMAR
L.W.S. Divn. Ch-Dadri
Remodeling of Badhwana Disty from RD 0 to 42500
2025_HRY_485432_1
202574DA9CA4 0840 414D A60C B049F5EC350B134IRR
Open Tender
Civil Works
Works
520 days
Charkhi Dadri
2 documents required · 2 mandatory
₹20,000
₹25.4 L
Yes
LWS DIVISION CHARKHI DADRI
20 Mar 2026
26 Nov 2025
16 Dec 2025
26 Nov 2025
15 Dec 2025
26 Nov 2025
26 Nov 2025 - 28 Nov 2025
2 Dec 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | CREDIT RATE OF BRICKS RECOVERED FROM DISMENTALING EXISTING STRUCTURE | 6,680.1 | cum | - | - |
| 2 | Credit of excavated earth for all types of soil (i.e. clay, silt, sand and sludge etc.) | 1,61,948.04 | cum | - | - |
| 3 | Lining with design mix concrete of grade M-20 with minimum cement content 300kg/cum as per required thickness including 10 mm thick cement plaster 1:5, curing, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. 100mm thickness In bed Using Paver | 73,967.69 | Sqm | - | - |
| 4 | Lining with design mix concrete of grade M-20 with minimum cement content 300kg/cum as per required thickness including 10 mm thick cement plaster 1:5, curing, form work, dressing and preparation of sub grade as per directions of Engineer-in-charge. 100mm thickness In slope Using Paver | 79,797.22 | Sqm | - | - |
| 5 | Providing and fixing double-layer HDPE geocell system in side slope (i) 356 mm x 356 mm x 75 mm of thickness 1.2 mm high perforated/textured HDPE geocell filled with coarse sand (ii) 712 mm x 712 mm x 150 mm of thickness 1.2 mm high perforated/textured HDPE geocell filled with 20 mm graded aggregate, including supply of geocell sheets, connectors, J-pin anchors 10 mm dia at required spacing, layout, expansion, fixing, filling, watering and testing as per direction by Engineer-in-Charge and Complete in all respects. | 62,983.87 | Sqm | - | - |
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