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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 LAccepted-AOC V P O KADMA THE BADHRA DISTT CHARKHI DADRI | BADHRA | CHARKHI DADRI | HARYANA | ₹11.7 L | L1 | Accepted-AOC Lowest Rate |
| 2 | L2₹12.2 LRejected-Finance | ₹12.2 L | L2 | Rejected-Finance Higher rate |
| 3 | L3₹13.7 LRejected-Finance | ₹13.7 L | L3 | Rejected-Finance Higher rate |
| 4 | L4₹14.6 LRejected-Finance | ₹14.6 L | L4 | Rejected-Finance Higher rate |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | THE MAJRA KALAN CO OP L AND C SOCIETY LTD MAJRA KALAN L2 | The Mehta Co.Op. L and C Society Ltd.Mohindergarh L3 | THE JAI BABA BHAIYA COOPERATIVE LABOUR & CONSTRUCTION SOCIETY LTD BAHALA L4 | THE HARSHIT CO OP L AND C SOCIETY LTD L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | Recovery of old Tiles | 324 | Sqm | 20 -₹6,480 | 110 -₹35,640 | 70 -₹22,680 | 105 -₹34,020 |
Tender Value
₹12.8 L
EMD Value
₹30,381
Closing Date
28 Jan 2026, 5:00 pmClosed
Dinesh Kumar
Municipal Committee Kanina
Const. of IPB Street and Drain Type-I from House of Parmanand to House of Naresh S/o Lal Singh Ward No. 11 MC Kanina.
2026_HRY_498314_1
20268302510E 8599 4CAA BEDF 6C6F9C03AB58334ULB
Open Tender
Civil Works
120 days
Kanina
Const. of IPB Street and Drain Type-I from House of Parmanand to House of Naresh S/o Lal Singh Ward No. 11 MC Kanina.
2 documents required · 2 mandatory
₹1,000
₹30,381
Yes
6 Mar 2026
21 Jan 2026
29 Jan 2026
21 Jan 2026
28 Jan 2026
21 Jan 2026
21 Jan 2026 - 28 Jan 2026
Recovery of old Tiles
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
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NUMBER #
[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]
[17.69.2]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]
[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]
[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]
[3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km]
[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]
[4.7.1.1]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: 1.1. All kinds of soil 50m lead [Through Rate]
[6.1.1]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. 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [Through Rate]
[6.1.6]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: 6. 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) [Through Rate]
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