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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.3 LAccepted-AOC VPO RAISAN TEH NILOKHERI DISTT KARNAL | L1 | Accepted-AOC Accepted | |
| 2 | L2₹46.0 L+₹2.5 L (5.82%)Rejected-Finance HOUSE NO 104 SECTOR 13 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | L2 | Rejected-Finance Reject | |
| 3 | L3₹46.9 L+₹3.4 L (7.87%)Rejected-Finance 715 B GANDHI NAGAR THANESAR DISTT KURUKSHETRA | THANESAR | KURUKSHETRA | HARYANA | 136118 | L3 | Rejected-Finance Reject | |
| 4 | Not Admitted-Fee/PreQual/Technical SHOP NO 5 WARD NO 12 132041 | KARNAL | KARNAL | HARYANA | 132041 | - | Not Admitted-Fee/PreQual/Technical Others-Due to Old Resolution Attached |
Tender Value
₹42.2 L
EMD Value
₹84,000
Closing Date
21 May 2026, 5:00 pmClosed
BHANWAR SINGH
Municipal Committee Taraori
Construction of Street from Khet Vikash Chaudhary to Khet Chaudhary Ranbir singh in village Taraori.
2026_HRY_521327_1
202609EBBACF 2A13 4D2D 9996 578710F2BE86310ULB
Open Tender
Civil Works
Works
190 days
Taraori
Construction of Street from Khet Vikash Chaudhary to Khet Chaudhary Ranbir singh in village Taraori.
2 documents required · 2 mandatory
₹5,000
₹84,000
Yes
3 Jun 2026
13 May 2026
22 May 2026
13 May 2026
21 May 2026
13 May 2026
13 May 2026 - 15 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing 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 technical clause 401 of MORT&H technical specifications [Through Rate] | 549 | cum | 1,094 | ₹6,00,606 |
| 2 | [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] | 3,660 | Sqm | 655 | ₹23,97,300 |
| 3 | [3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth [5km] | 549 | cum | 83 | ₹45,567 |
| 4 | [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] | 417.7 | cum | 78 | ₹32,580.6 |
| 5 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 1 km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. [Through Rate] | 549 | cum | 138 | ₹75,762 |
| 6 | [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] | 45.6 | cum | 3,476 | ₹1,58,505.6 |
| 7 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) [Through Rate] | 220.13 | cum | 4,128 | ₹9,08,696.64 |
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