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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.5 LAccepted-AOC | ₹87.5 L Quoted ₹88.4 L | L1 | Accepted-AOC Lowest |
| 2 | L2₹90.1 LRejected-Finance | ₹90.1 L | L2 | Rejected-Finance Higher |
| 3 | L3₹93.5 LRejected-Finance M C SONEPAT | SONIPAT | HARYANA | 131001 | ₹93.5 L | L3 | Rejected-Finance Higher |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical 83 VPO SANGHI ROHTAK 124303 | ROHTAK | ROHTAK | HARYANA | 124303 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹83.5 L
EMD Value
₹1.7 L
Closing Date
16 Jan 2026, 9:00 amClosed
Padam Bhushan
Muncipal Corporation Sonipat
Construction of IPB tiles streets in Mohan nagar ward no 14 under VANGY Scheme 2025-26 MC Sonipat
2026_HRY_495871_1
2026BB1E148F F5BA 4E81 A2B3 34CB5617FED0292ULB
Open Tender
Civil Works
180 days
Sonepat
2 documents required · 2 mandatory
₹5,000
₹1.7 L
Yes
19 Feb 2026
8 Jan 2026
16 Jan 2026
8 Jan 2026
16 Jan 2026
8 Jan 2026
8 Jan 2026 - 10 Jan 2026
[10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate]
[11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate]
[13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate]
[17.15.1]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORTandH specifications 1. Grading I material [Through Rate]
[17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate]
[17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. [Through Rate]
[21.53]Constructing standard drain type I drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be of 1.3.6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar [Through Rate]
[4.4.1]Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. 1. All kinds of soil [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]
[9.57.2]Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 2. 110 mm diameter [Through Rate]
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