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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.1 LAccepted-AOC S O PREM KUMAR SUNDER NAGAR 132117 | KARNAL | HARYANA | 132117 | ₹20.1 L | L1 | Accepted-AOC Accepted |
| 2 | L2₹21.3 L+₹1.2 L (6.06%)Rejected-Finance 29 RAILWAY ROAD WARD NO 9 TARAORI 132116 | TARAORI | KARNAL | HARYANA | 132116 | ₹21.3 L+₹1.2 L (6.06%) | L2 | Rejected-Finance Reject |
| 3 | L3₹22.1 L+₹2.0 L (10.1%)Rejected-Finance AMUPUR VPO AMUPUR TEHSIL NISSING DISTT KARNAL | KARNAL | KARNAL | HARYANA | 132001 | ₹22.1 L+₹2.0 L (10.1%) | L3 | Rejected-Finance Reject |
Tender Value
₹20.1 L
EMD Value
₹40,000
Closing Date
4 Jul 2026, 5:00 pmClosed
BHANWAR SINGH
Municipal Committee Taraori
Construction of Street and drain from H/O Sardara singh to H/O Supinder Singh in Dhoon Colony Ward no. 15 MC Taraori Only for Society
2026_HRY_531881_1
2026F01C5ED8 B015 4A52 9276 B9F71B90D3DB310ULB
Open Tender
Civil Works
Works
180 days
Taraori
Construction of Street and drain from H/O Sardara singh to H/O Supinder Singh in Dhoon Colony Ward no. 15 MC Taraori
2 documents required · 2 mandatory
₹2,000
₹40,000
Yes
1 Aug 2026
26 Jun 2026
6 Jul 2026
26 Jun 2026
4 Jul 2026
26 Jun 2026
26 Jun 2026 - 28 Jun 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] | 42.64 | cum | 1,863 | ₹79,438.32 |
| 2 | [11.6.2]15 mm cement plaster on the rough side of single or half brick wall of mix : 2. 1:6 (1 cement: 6 fine sand) [Through Rate] | 26.4 | Sqm | 127 | ₹3,352.8 |
| 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] | 400 | Kg. | 83 | ₹33,200 |
| 4 | [17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications [Through Rate] | 136.8 | cum | 1,243 | ₹1,70,042.4 |
| 5 | [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] | 600 | Sqm | 655 | ₹3,93,000 |
| 6 | [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] | 83.61 | Sqm | 26 | ₹2,173.86 |
| 7 | [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] | 300 | Sqm | 66 | ₹19,800 |
| 8 | [22.218.2]Providing and Supplying of class SN 8 structured wall Polyethylene Piping system (Pipe with online/ offline coupler and elastomeric sealing ring) with non smooth external annular corrugated and smooth internal surface (double wall) for non-pressure underground sewerage and drainage application as confirm to IS 16098 (part II):2013 including transportation, frieght charges, inspection charges, loading, unloading, complete as specified and directed by Engineer In-Charge. 2. 300 mm Internal Diameter [Through Rate] | 800 | Metre | 701 | ₹5,60,800 |
| 9 | [22.219.2]Lowering, Laying and jointing of class SN 8 structured wall (External Annular Corrugated and Smooth Internal Surface Polyethylene Piping and fitting with the help of coupler(online/ offline) attached with one end of pipes, sliding over the elastomeric sealing rubber ring placed on the specified valley of the corrugation at the spigot end, lowering the same into the trench, laying on the lower bedding (constructed at bottom of trenches) at prescribed gradient, depth and alignment, testing the water tightness of the joints, ensuring the continuity tests of specified pipe segment etc. complete as per drawing, specification and detailed engineering, including cartage of pipes and fitting etc. as per direction of Engineer-in-charge. 2. 300 mm Internal Diameter [Through Rate] | 800 | Metre | 130 | ₹1,04,000 |
| 10 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [3km] | 214 | cum | 54 | ₹11,556 |
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