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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC H NO 216 WARD NO 1 INDRI DISST KARNAL HARYANA 132041 | INDRI | KARNAL | HARYANA | 132041 | L1 | Accepted-AOC Accepted | |
| 2 | L2₹14.4 L+₹78,153.59 (5.72%)Rejected-Finance DHANOKHERI DHANOKHERI 132054 | DHANOKHERI | KARNAL | HARYANA | 132054 | L2 | Rejected-Finance Reject | |
| 3 | L3₹14.5 L+₹79,181.93 (5.79%)Rejected-Finance SHOP NO 5 WARD NO 12 132041 | KARNAL | KARNAL | HARYANA | 132041 | L3 | Rejected-Finance Reject | |
| 4 | L4₹18.8 L+₹5.1 L (37.6%)Rejected-Finance | L4 | Rejected-Finance Reject |
Tender Value
₹20.6 L
EMD Value
₹40,000
Closing Date
8 Jun 2026, 5:00 pmClosed
BHANWAR SINGH
Municipal Committee Indri
Maintenance of Street and Drain in all wards of MC indri
2026_HRY_525930_1
2026329E3A5F D7A1 4A01 B146 F05A831B47BE314ULB
Open Tender
Civil Works
Works
150 days
Indri
Maintenance of Street and Drain in all wards of MC indri
2 documents required · 2 mandatory
₹2,000
Yes
₹40,000
Yes
23 Jun 2026
2 Jun 2026
9 Jun 2026
2 Jun 2026
8 Jun 2026
2 Jun 2026
2 Jun 2026 - 4 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 | [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] | 500 | Kg. | 83 | ₹41,500 |
| 2 | [17.14.2]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method
Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 2. Grading II material [Through Rate] | 196.13 | cum | 1,187 | ₹2,32,806.31 |
| 3 | [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] | 1,189.16 | Sqm | 655 | ₹7,78,899.8 |
| 4 | [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] | 8,000 | Sqm | 26 | ₹2,08,000 |
| 5 | [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 [Labour Rate] | 6,800 | Sqm | 38 | ₹2,58,400 |
| 6 | [21.2.1]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. 1. House Connection drains [Through Rate] | 20 | 10 Metres | 209 | ₹4,180 |
| 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] | 80 | 10 Metres | 664 | ₹53,120 |
| 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] | 800 | Metre | 363 | ₹2,90,400 |
| 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] | 6 | cum | 460 | ₹2,760 |
| 10 | [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] | 32.1 | cum | 3,476 | ₹1,11,579.6 |
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