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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.6 LAccepted-AOC 92D BAJAJ COLONY NEAR GRAIN MARKET GHARAUNDA DISTT KARNAL | GHARAUNDA | KARNAL | HARYANA | L1 | Accepted-AOC ok | |
| 2 | L2₹7.7 L+₹5,858.05 (0.77%)Rejected-Finance SHOP NO 5 WARD NO 12 132041 | KARNAL | KARNAL | HARYANA | 132041 | L2 | Rejected-Finance L2 | |
| 3 | L3₹8.7 L+₹1.1 L (14.5%)Rejected-Finance 26 B AVTAR COLONY KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001 | L3 | Rejected-Finance L3 | |
| 4 | Not Admitted-Fee/PreQual/Technical KHERI NARU NEAR KHERI NAROO BRANCH POST OFFICE VILLAGE KHERI NARU KARNAL V P O KHERI NARU | KARNAL | KARNAL | HARYANA | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹9.2 L
EMD Value
₹18,300
Closing Date
20 Mar 2026, 5:00 pmClosed
Pardeep Kalyan
Municipal Corporation Karnal
Providing and laying 80mm thick Interlocking Paver Blocks on main entrance of Shamshan Ghat in Village Daha, Ward No. 6, M.C. Karnal.(Only for L/C Societies)
2026_HRY_508241_1
20268A7DD16F 797D 40C6 ADA4 A04F0904F1BE747ULB
Open Tender
Civil Works
Works
30 days
Karnal
2 documents required · 2 mandatory
₹1,000
₹18,300
Yes
3 Apr 2026
13 Mar 2026
21 Mar 2026
13 Mar 2026
20 Mar 2026
13 Mar 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]
[11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate]
[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means [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]
[4.14.1]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. 1. All kinds of soil. [Through Rate]
[6.1.2]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: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) [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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