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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAccepted-AOC | ₹15.7 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹16.3 L+₹62,857.51 (4.00%)Rejected-Finance S O PREM KUMAR SUNDER NAGAR 132117 | KARNAL | HARYANA | 132117 | ₹16.3 L+₹62,857.51 (4.00%) | L2 | Rejected-Finance Reject |
| 3 | L3₹18.4 L+₹2.7 L (17.3%)Rejected-Finance 29 RAILWAY ROAD WARD NO 9 TARAORI 132116 | TARAORI | KARNAL | HARYANA | 132116 | ₹18.4 L+₹2.7 L (17.3%) | L3 | Rejected-Finance Reject |
| 4 | L4₹20.0 L+₹4.3 L (27.7%)Rejected-Finance AMUPUR VPO AMUPUR TEHSIL NISSING DISTT KARNAL | KARNAL | KARNAL | HARYANA | 132001 | ₹20.0 L+₹4.3 L (27.7%) | L4 | Rejected-Finance Reject |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹17.7 L
EMD Value
₹34,000
Closing Date
9 Jul 2026, 5:00 pmClosed
BHANWAR SINGH
Municipal Committee Taraori
Repaire of Street,Drain and pulia in various places in ward no.14 MC Taraori
2026_HRY_533134_1
20269F6F5798 64E8 41AD AD60 E1E876F49655310ULB
Open Tender
Civil Works
Works
180 days
Taraori
Repaire of Street,Drain and pulia in various places in ward no.14 MC Taraori
2 documents required · 2 mandatory
₹2,000
₹34,000
Yes
1 Aug 2026
2 Jul 2026
10 Jul 2026
2 Jul 2026
9 Jul 2026
2 Jul 2026
2 Jul 2026 - 4 Jul 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] | 25.5 | cum | 1,863 | ₹47,506.5 |
| 2 | [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] | 800 | Kg. | 83 | ₹66,400 |
| 3 | [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] | 255.36 | cum | 1,094 | ₹2,79,363.84 |
| 4 | [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] | 960 | Sqm | 655 | ₹6,28,800 |
| 5 | [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] | 1,680 | Sqm | 26 | ₹43,680 |
| 6 | [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] | 720 | Sqm | 66 | ₹47,520 |
| 7 | [21.2.3]Dismantling existing drains of different sizes cunnettes, section only including recovery of all useable materials, stacking the same near site of dismantled works and disposal of all rubbish off site of works. 3. Type II Drain [Through Rate] | 75 | 10 Metres | 664 | ₹49,800 |
| 8 | [21.54]Constructing standard drain type II drain complete consisting of cement concrete drain moulded and laid over lime concrete foundation rendered and finished smooth with 6 mm thick rendering concrete to be 1:3:6 Paris by volume of cement sand stone Bajri and rendering to be 1:1 cement and mortar. [Through Rate] | 750 | Metre | 363 | ₹2,72,250 |
| 9 | [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] | 34.2 | cum | 460 | ₹15,732 |
| 10 | [5.7.3]Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. 3. In lime mortar [Through Rate] | 6.84 | cum | 347 | ₹2,373.48 |
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