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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.1 LAccepted-AOC | L1 | Accepted-AOC Accepted | |
| 2 | L2₹7.2 L+₹4,179.91 (0.59%)Rejected-Finance HOUSE NO 685 SECTOR 7 URBAN ESTATE KARNAL 132001 | KARNAL | KARNAL | HARYANA | 132001 | L2 | Rejected-Finance Reject | |
| 3 | L3₹7.5 L+₹33,522.90 (4.70%)Rejected-Finance SHOP NO 5 WARD NO 12 132041 | KARNAL | KARNAL | HARYANA | 132041 | L3 | Rejected-Finance Reject | |
| 4 | L4₹7.5 L+₹39,123.99 (5.49%)Rejected-Finance S O PREM KUMAR SUNDER NAGAR 132117 | KARNAL | HARYANA | 132117 | L4 | Rejected-Finance Reject | |
| 5 | L5₹7.7 L+₹57,097.62 (8.01%)Rejected-Finance 29 RAILWAY ROAD WARD NO 9 TARAORI 132116 | TARAORI | KARNAL | HARYANA | 132116 | L5 | Rejected-Finance Reject |
Tender Value
₹8.4 L
EMD Value
₹16,000
Closing Date
4 Jun 2026, 5:00 pmClosed
BHANWAR SINGH
Municipal Committee Taraori
Construction of Street from Amit Gaba to Naresh kumar in ward no.13 MCT
2026_HRY_525050_1
2026BC2D4BC3 D426 401F BFFE 5A16FBD0FF7F310ULB
Open Tender
Civil Works
Works
120 days
Taraori
Construction of Street from Amit Gaba to Naresh kumar in ward no.13 MCT
2 documents required · 2 mandatory
₹1,000
₹16,000
Yes
12 Jun 2026
27 May 2026
5 Jun 2026
28 May 2026
4 Jun 2026
28 May 2026
28 May 2026 - 30 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 | [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] | 6 | cum | 1,863 | ₹11,178 |
| 2 | [11.5.3]12 mm cement plaster of mix : 3. 1:4 (1 cement: 4 fine sand) [Through Rate] | 15 | Sqm | 113 | ₹1,695 |
| 3 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | 179 | Kg. | 83 | ₹14,857 |
| 4 | [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] | 109.44 | cum | 1,094 | ₹1,19,727.36 |
| 5 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | 720 | Sqm | 7 | ₹5,040 |
| 6 | [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] | 720 | Sqm | 655 | ₹4,71,600 |
| 7 | [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] | 450 | Sqm | 26 | ₹11,700 |
| 8 | [17.71]Relaying of available (removed and stacked) Interlocking Paver Block Pavement having thickness 100mm/80 mm/ 60 mm (average = 80mm) as per drawings and Technical Specification Clause 1504 [Through Rate] | 200 | Sqm | 66 | ₹13,200 |
| 9 | [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] | 48 | cum | 78 | ₹3,744 |
| 10 | [4.32]Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. [Through Rate] | 216 | cum | 46 | ₹9,936 |
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