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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.9 LAccepted-AOC | ₹7.9 L | L1 | Accepted-AOC Lowest Rates |
| 2 | L2₹8.4 L+₹48,083 (6.07%)Rejected-AOC | ₹8.4 L+₹48,083 (6.07%) | L2 | Rejected-AOC Higher rates |
| 3 | L3₹9.5 L+₹1.6 L (20.0%)Rejected-AOC | ₹9.5 L+₹1.6 L (20.0%) | L3 | Rejected-AOC Higher rates |
| 4 | L4₹10.0 L+₹2.1 L (26.6%)Rejected-AOC | ₹10.0 L+₹2.1 L (26.6%) | L4 | Rejected-AOC Higher rates |
Tender Value
₹8.3 L
EMD Value
₹9,490
Closing Date
12 Feb 2024, 5:00 pmClosed
President
Municipal Committee Shahabad
Repair of Various Streets and Drains, Culverts etc. in Ward No. 06. MC Shahabad
2024_HRY_343571_1
202434455783 9082 4EE5 BEF3 8C7F71FA91DA303ULB
Open Tender
Civil Works
Works
150 days
Shahbad
2 documents required · 2 mandatory
₹1,000
₹9,490
Yes
5 Mar 2024
26 Jan 2024
13 Feb 2024
26 Jan 2024
12 Feb 2024
26 Jan 2024
Amount
[17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated) 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
[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.
[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.
[3.1.2]By Mechanical Transport including loading, unloading and stacking 2. Earth
[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)
[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)
Providing and Laying of 8 inches dia PVC Pipe 200mm i/d
GAURAV KUMAR
The Paras Co.Op. L/C Society Ltd.
The Kharindwa Coop L and C society Ltd Kharindwa
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