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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.0 LAccepted-AOC SHOP NO 5 WARD NO 12 132041 | KARNAL | KARNAL | HARYANA | 132041 | L1 | Accepted-AOC ok | |
| 2 | L2₹11.4 L+₹39,794.67 (3.61%)Rejected-Finance HOUSE NO 685 SECTOR 7 URBAN ESTATE KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001 | L2 | Rejected-Finance L2 | |
| 3 | L3₹11.6 L+₹60,669.75 (5.50%)Rejected-Finance C 8 9 SECTOR 4 ELDICO ESTATE HUDA SECTOR 40 PANIPAT 132103 | PANIPAT | PANIPAT | HARYANA | 132103 | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | THE SHRI BALAJI COOP L AND C SOCIETY KARNAL L3 | The Rose Gudha Coop. Labour and Construction Society Ltd. L1 | THE DESHWAL CO-OP L AND C SOCIETY LTD. L2 |
|---|---|---|---|---|---|---|
| 1.00 | Repair of water connection at site including material and labour charges, complete in all respect | 10 | Each | 525 ₹5,250 Lowest | 770 ₹7,700 | 1,200 ₹12,000 |
| 2.00 | Recovery of Old usable IPB | 25,375 | Each | 5 ₹-1,26,875 | 6 ₹-1,52,250 | 4.5 ₹-1,14,187.5 Lowest |
| 3.00 | Repair of sewer connection at the site, including required material and labour charges, complete in all respects | 10 | Each | 1,000 ₹10,000 | 870 ₹8,700 Lowest | 1,800 ₹18,000 |
Tender Value
₹12.0 L
EMD Value
₹24,020
Closing Date
16 Feb 2026, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Pardeep Kalyan
Municipal Corporation Karnal
Construction of Cement Concrete street and laying near Adarsh Public School in LIC Colony, Ward No.2, M.C. Karnal. (Only for L/c societies )
2026_HRY_501410_1
20265F4B623B CB1E 42E5 B370 C3198E0915FE747ULB
Open Tender
Civil Works
Works
90 days
Karnal
2 documents required · 2 mandatory
₹1,000
₹24,020
Yes
24 Feb 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
16 Feb 2026
9 Feb 2026
Repair of water connection at site including material and labour charges, complete in all respect
Recovery of Old usable IPB
Repair of sewer connection at the site, including required material and labour charges, complete in all respects
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[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]
[14.1]Dressing bed and preparation of sub grade for lining by mechanical/ mannual means [Through Rate]
[17.70]Removal of existing IPB by manual means and disposal of dismantled material with all lead and lift as per technical specification clause 202.3. [Through Rate]
[17.73]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 [Through Rate]
[27.51.3]Filler joint 3. Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 20 mm, covered with sealant complete as per drawing and MoRT&H specifications. [Through Rate]
[3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km]
[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]
[5.23.2]Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. 2. Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) [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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