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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.4 CrAccepted-AOC KHARAK GADIAN KHARAK GADIAN 126110 | JIND | HARYANA | 126110 | ₹1.4 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.5 CrRejected-AOC SHOP NO 39 GEETA MARKET RED ROAD LADWA | ₹1.5 Cr | L2 | Rejected-AOC L2 |
| 3 | L3₹1.7 CrRejected-AOC FARIDABAD FARIDABAD HARYANA | ₹1.7 Cr | L3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical ASSANDH ASSANDH KARNAL 132039 | KARNAL | HARYANA | 132039 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.8 Cr
EMD Value
₹3.6 L
Closing Date
20 Mar 2026, 10:00 amClosed
DIGVIJAY Sharma
Saraswati Heritage Divn.3, Kaithal
Estimate for making pucca road with inter locking paver block on left bank of BML-HB-BB-MPLC from RD 45000 to 56000 for the protection of abadi area
2026_HRY_508359_1
20268B835A2D 2EDF 4FA7 8977 B1E5EC1068C21599IRR
Open Tender
Civil Works
60 days
BADSUI KHARAL (130) SADARHERI TATIANA
HEWPRegistrationSection2SimilarnatureWorksBidCapacityAnualTurnoverAffidavitandUndertakingasperSection7
2 documents required · 2 mandatory
₹15,000
₹3.6 L
Yes
21 Apr 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 2026
Item Description HSR Item
[17.23.1]Water Bound Macadam Grading - II 1. Water Bound Macadam (63mm to 45 mm) Grading I with screening Type “A” (13.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 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]
[4.12.1]Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. 1. All kinds of soil [Through Rate]
[6.1.4]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: 4. 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns [Through Rate]
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