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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.6 LAccepted-AOC H NO 216 WARD NO 1 INDRI DISST KARNAL HARYANA 132041 | INDRI | KARNAL | HARYANA | 132041 | ₹2.6 L | 1 | Accepted-AOC 1 |
| 2 | 2₹2.7 L+₹1,127.19 (0.43%)Rejected-Finance SHOP NO 5 WARD NO 12 132041 | KARNAL | KARNAL | HARYANA | 132041 | ₹2.7 L+₹1,127.19 (0.43%) | 2 | Rejected-Finance 2 |
| 3 | 3₹2.7 L+₹7,185.84 (2.72%)Rejected-Finance | ₹2.7 L+₹7,185.84 (2.72%) | 3 | Rejected-Finance 3 |
Tender Value
₹2.8 L
EMD Value
₹5,000
Closing Date
21 Aug 2026, 5:00 pmClosed
BHANWAR SINGH
Municipal Committee Indri
Const. of Street and Drain from H/o Jagdish to Bitu Chopra Ward No- 2 in Mc Indri
2026_HRY_540850_1
2026518B484B D101 4B5D 9887 EA7391BC7F56314ULB
Open Tender
Civil Works
Works
230 days
Indri
Const. of Street and Drain from H/o Jagdish to Bitu Chopra Ward No- 2 in Mc Indri
2 documents required · 2 mandatory
₹1,000
₹5,000
Yes
9 Sept 2026
14 Aug 2026
24 Aug 2026
14 Aug 2026
21 Aug 2026
14 Aug 2026
14 Aug 2026 - 16 Aug 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 |
|---|---|---|---|---|---|
| 1HSR Items | |||||
| 1.01 | [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] | 1 | cum | 1,863 | ₹1,861.14 |
| 1.02 | [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] | - | Kg. | 83 | - |
| 1.03 | [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] | 1 | cum | 1,094 | ₹1,092.91 |
| 1.04 | [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] | - | Sqm | 655 | - |
| 1.05 | [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] | - | Sqm | 26 | - |
| 1.06 | [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] | - | Metre | 363 | - |
| 1.07 | [22.201.1.1]Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality 1.1. L D- 2.5
Rectangular shape 600x450 mm internal dimensions [Through Rate] | - | Each | 880 | - |
| 1.08 | [3.1.1]By Mechanical Transport including loading, unloading and stacking 1. Lime, moorum, building rubbish [5km] | - | cum | 66 | - |
| 1.09 | [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] | - | cum | 460 | - |
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