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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 CrAccepted-AOC 2ND FLOOR 15 BHULLAR AVENUE ADJOINING SBI FATEHGARH CHURIAN ROAD AMRITSAR PUNJAB 143001 | AMRITSAR | AMRITSAR | PUNJAB | 143001 | ₹6.9 Cr | 1 | Accepted-AOC 1 |
| 2 | 2₹6.9 Cr+₹1.1 L (0.16%)Rejected-AOC 12 B NIKKA SINGH COLONY RAM TIRATH ROAD AMRITSAR PUNJAB | ₹6.9 Cr+₹1.1 L (0.16%) | 2 | Rejected-AOC 2 |
| 3 | 3₹7.0 Cr+₹11.5 L (1.66%)Rejected-AOC | ₹7.0 Cr+₹11.5 L (1.66%) | 3 | Rejected-AOC 3 |
| 4 | 4₹7.8 Cr+₹88.5 L (12.8%)Rejected-AOC | ₹7.8 Cr+₹88.5 L (12.8%) | 4 | Rejected-AOC 4 |
| 5 | 5₹8.0 Cr+₹1.0 Cr (15.1%)Rejected-AOC DELUXE POLE GT ROAD BATALA | ₹8.0 Cr+₹1.0 Cr (15.1%) | 5 | Rejected-AOC 5 |
Tender Value
₹8.6 Cr
EMD Value
₹17.1 L
Closing Date
15 Feb 2025, 5:00 pmClosed
Executive Engineer, Provincial Division Amritsar
Executive Engineer, Provincial Division Amritsar
Construction of Interlocking Tiles roads in Village Meharbanpura, Devidaspura, Dayalgarh, Daburji, Bandala, Jania and etc.falling in Constituency Jandiala Guru District Amritsar.
2025_CEPW_132977_3
EE/PD/Asr/24 Dated 15.01.2025
Open Tender
Civil Works - Roads
Percentage
180 days
MC Gehri
Please refer Tender documents.
13 documents required · 13 mandatory
₹30,000
₹17.1 L
8 Mar 2025
17 Jan 2025
17 Feb 2025
17 Jan 2025
15 Feb 2025
17 Jan 2025
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 | Compaction of earth work & Preparation of Sub Grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in Table 300-2 as per technical clause 305 of MORT&H specifications. (In case of link roads earth work to be done by villagers) | 97,590 | Sqm | 6.32 | ₹6,16,768.8 |
| 2 | Providing and laying factory made rubber moulded smooth finish cement concrete Kerb M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 as per MORT&H specifications | 39,036.4 | Rmt. | 376.69 | ₹1,47,04,621.52 |
| 3 | 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 MORD technical specifications. | 6,597.09 | Cum | 1,737 | ₹1,14,59,145.33 |
| 4 | Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (without Screening) | 4,464.76 | Cum | 1,879.63 | ₹83,92,096.84 |
| 5 | Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications | 4,464.76 | Cum | 1,879.67 | ₹83,92,275.43 |
| 6 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-35 grade machine made rubber moulded smooth finish with strong vibratory processor with vibro hydraulic compaction machine and of approved size and design/shape laid in Ordinary Greyand pattern over and including 40 mm thick compacted bed of coarse sand, filling the joints with fine sand etc, all complete as per directions of Engineer-in-Charge IS Code 15658 (2006) | 59,529.9 | Sqm | 693.55 | ₹4,12,86,962.14 |
| 7 | Add extra cost of Cutlural Cess @ 1% | 8,48,51,870.33 | Percentage | 0.01 | ₹8,48,518.7 |
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