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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.9 LAccepted-Finance NEAR OBC BANK JHAJJAR 124103 | JHAJJAR | JHAJJAR | HARYANA | 124103 | ₹41.9 L | L1 | Accepted-Finance lowest rate |
| 2 | L2₹42.7 LRejected-Finance | ₹42.7 L | L2 | Rejected-Finance higher rate |
| 3 | Not Admitted-Fee/PreQual/Technical WARD NO 7 SAMPLA ROAD DELHI ROAD KHARKHODA 131402 | SONIPAT | HARYANA | 131402 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical VILLAGE RITTAULI TEHSIL AND DISTRICT ROHTAK 124201 HARYANA | ROHTAK | ROHTAK | HARYANA | 124201 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹38.1 L
EMD Value
₹90,000
Closing Date
17 Feb 2026, 2:00 pmClosed
NARENDER TANEJA
Municipal Committee Beri
Construction of road from H/o Umed to Parshuram Mandir in pana chajyan in MC Beri
2026_HRY_500326_1
20266BFEB68A DC49 4F24 97AB D647F93BD91F324ULB
Open Tender
Civil Works
210 days
Beri
2 documents required · 2 mandatory
₹2,500
₹90,000
Yes
6 Apr 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
17 Feb 2026
3 Feb 2026
3 Feb 2026 - 5 Feb 2026
Cement Concrete 1 :8:16 Flooring Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth.
12 mm cement plaster of mix : 1 :6 (1 cement: 6 fine sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:2:4 (1 cement : 2 coarse sand (zone-Ill) : 4 graded stone aggregate 20 mm nominal size
By Mechanical Transport including loading, unloading and stacking 2. Earth Loading unloading for 2km
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement: 6 coarse sand)
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Construction of unreinforced plain cement concrete pavement in M-25 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
Providing and laying in position cement concrete of specifiedgrade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 1:5:10 (1 cement : 5 coarse sand (zone-Ill): 10 graded stone aggregate 40 mm nominal size)
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