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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹11.3 CrAccepted-AOC 218 26 CHAKRIYA PURI SONIPAT ROAD ROHTAK 124001 | ROHTAK | ROHTAK | HARYANA | 124001 | ₹11.3 Cr | 1 | Accepted-AOC ok |
| 2 | 2₹12.0 CrRejected-AOC 320 NAWADA BAZAR GALI CHHWALIYAN NAJAFGARH SOUTH WEST DELHI 110046 | NEW DELHI | DELHI | 110046 | ₹12.0 Cr | 2 | Rejected-AOC ok |
| 3 | 3₹12.4 CrRejected-AOC | ₹12.4 Cr | 3 | Rejected-AOC ok |
| 4 | 4₹13.8 CrRejected-AOC 1391 SECTOR 57 PART II 122003 | GURUGRAM | HARYANA | 122003 | ₹13.8 Cr | 4 | Rejected-AOC ok |
| 5 | 5₹13.9 CrRejected-AOC DLG 13 14 PUSHPA COMPLEX HISAR HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | ₹13.9 Cr | 5 | Rejected-AOC ok |
| Sl No | Description | Qty | Unit | PARMIL KUMAR L3 | m/s omparkash contractor L1 | Pali Ram Contractor L6 | The Tibba Dana Sher Co Op L and C Society Limited L5 | JS SYNERGIES PRIVATE LIMITED L4 | M/s Bishan Parkash and Company L7 | UNIVERSAL CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | CREDIT OF TILE LINING | 406.67 | cum | 680 -₹2,76,535.60 | 680 -₹2,76,535.60 | 680 -₹2,76,535.60 | 600 -₹2,44,002 | 680 -₹2,76,535.60 | 680 -₹2,76,535.60 | 680 -₹2,76,535.60 |
| 2.00 | CREDIT RATE OF BRICKS RECOVERED FROM DISMENTALING EXISTING STRUCTURE | 2,671.42 | cum | 880 -₹23,50,849.60 | 880 -₹23,50,849.60 | 1,300 -₹34,72,846 | 1,200 -₹32,05,704 | 880 -₹23,50,849.60 | 880 -₹23,50,849.60 | 880 -₹23,50,849.60 |
| 3.00 | Credit of excavated earth for all types of soil (i.e. clay, silt, sand and sludge etc.) | 39,533.5 | cum | 36 -₹14,23,206 | 36 -₹14,23,206 | 60 -₹23,72,010 | 25 -₹9,88,337.50 | 36 -₹14,23,206 | 36 -₹14,23,206 | 36 -₹14,23,206 |
| 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 bed Using Paver | 6,089.19 | Sqm | 400 ₹24.4 L | 478 ₹29.1 L | 600 ₹36.5 L | 478 ₹29.1 L | 466 ₹28.4 L | 525 ₹32.0 L | 462 ₹28.1 L |
| 5.00 | 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 | 6,569.88 | Sqm | 400 ₹26.3 L | 480 ₹31.5 L | 600 ₹39.4 L | 480 ₹31.5 L | 466 ₹30.6 L | 525 ₹34.5 L | 406 ₹26.7 L |
| 6.00 | 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. | 6,998.21 | Sqm | 400 ₹28.0 L | 446.43 ₹31.2 L | 900 ₹63.0 L | 466.53 ₹32.6 L | 465 ₹32.5 L | 500 ₹35.0 L | 450 ₹31.5 L |
Tender Value
₹14.2 Cr
EMD Value
₹28.4 L
Closing Date
15 Dec 2025, 6:00 pmClosed
SATYENDER KUMAR
L.W.S. Divn. Ch-Dadri
Remodeling of Badhwana Disty RD 42500 to 66600
2025_HRY_485441_1
20253B4D4A61 24F1 42EE A880 0578485AE960134IRR
Open Tender
Civil Works
485 days
Charkhi Dadri
2 documents required · 2 mandatory
₹20,000
₹28.4 L
Yes
LWS DIVISION CHARKHI DADRI
10 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
Amount
CREDIT OF TILE LINING
CREDIT RATE OF BRICKS RECOVERED FROM DISMENTALING EXISTING STRUCTURE
Credit of excavated earth for all types of soil (i.e. clay, silt, sand and sludge etc.)
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
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
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.
Bidder Name
Amount
PARMIL KUMAR (GSTN-NA) BID ID -1386447
m/s omparkash contractor (GSTN-NA) BID ID -1385441
Pali Ram Contractor (GSTN-NA) BID ID -1384868
The Tibba Dana Sher Co Op L and C Society Limited (GSTN-06AAAAT9691F1Z6) BID ID -1386301
JS SYNERGIES PRIVATE LIMITED (GSTN-NA) BID ID -1385007
M/s Bishan Parkash and Company (GSTN-NA) BID ID -1386187
UNIVERSAL CONSTRUCTION COMPANY (GSTN-NA) BID ID -1384697
UNIVERSAL CONSTRUCTION COMPANY (BID ID -1384697)
The Tibba Dana Sher Co Op L and C Society Limited (BID ID -1386301)
JS SYNERGIES PRIVATE LIMITED (BID ID -1385007)
m/s omparkash contractor (BID ID -1385441)
M/s Bishan Parkash and Company (BID ID -1386187)
Pali Ram Contractor (BID ID -1384868)
UNIVERSAL CONSTRUCTION COMPANY (BID ID -1384697)
PARMIL KUMAR (BID ID -1386447)
JS SYNERGIES PRIVATE LIMITED (BID ID -1385007)
The Tibba Dana Sher Co Op L and C Society Limited (BID ID -1386301)
Pali Ram Contractor (BID ID -1384868)
M/s Bishan Parkash and Company (BID ID -1386187)
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