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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.3 LAccepted-AOC HOUSE NO 350 NEAR VILLAGE POST OFFICE KAMASPUR SONIPAT 131021 | SONIPAT | SONIPAT | HARYANA | 131021 | ₹31.3 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹33.7 LRejected-Finance | ₹33.7 L | L2 | Rejected-Finance Higher |
| 3 | L3₹34.8 LRejected-Finance M C SONEPAT | SONIPAT | HARYANA | 131001 | ₹34.8 L | L3 | Rejected-Finance Higher |
| 4 | L4₹38.1 LRejected-Finance M C SONEPAT | SONIPAT | HARYANA | 131001 | ₹38.1 L | L4 | Rejected-Finance Higher |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹36.6 L
EMD Value
₹74,000
Closing Date
26 Feb 2026, 9:00 amClosed
Padam Bhushan
Muncipal Corporation Sonipat
Overlaying of road with cement concrete from police line gate no. 2 to rear boundary wall of police line via pared ground in MC Sonipat
2026_HRY_503646_1
20262F9E2829 6E28 4AB4 A1D4 76CE68525C8F292ULB
Open Tender
Civil Works
180 days
Sonepat
2 documents required · 2 mandatory
₹5,000
₹74,000
Yes
3 Apr 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
26 Feb 2026
18 Feb 2026
18 Feb 2026 - 20 Feb 2026
[17.14.3]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 3. Grading III material [Through Rate]
[17.5.3]Compacting Original Ground 3. Compaction of Earthwork Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate]
[17.72]Construction of unreinforced plain cement concrete pavement in M-30 mix design over a prepared sub base with OPC 43 grade conforming to IS:383 mixed with concrete mixer using batch type concrete mixer as per IS:1791, laid in position, compacted with needle vibrator, screed vibrator and plate vibrator, dewatering of free water with vaccum pump, finishing the surface with power floater, finishing to required lines and grades as per drawings and technical clause 1501 of MORTH specifications [Through Rate]
[4.7.1.2]Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth and lift up to 1.5 m, as directed by Engineer-in- Charge: 1.2. All kinds of soil 15 m lead [Through Rate]
[7.21.2]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 2. Cement mortar 1:6 (1 cement : 6 coarse sand) [Through Rate]
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