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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹87.9 LAccepted-AOC BATHINDA PUNJAB PB | BATHINDA | PUNJAB | 151001 | ₹87.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.2 Cr+₹32.1 L (36.5%)Rejected-Finance 47 C MODEL TOWN EXTENSION LUDHIANA PB | LUDHIANA | PUNJAB | 141001 | ₹1.2 Cr+₹32.1 L (36.5%) | L2 | Rejected-Finance Highest Rates |
| 3 | L3₹1.3 Cr+₹41.0 L (46.7%)Rejected-Finance | ₹1.3 Cr+₹41.0 L (46.7%) | L3 | Rejected-Finance Highest Rates |
| 4 | Rejected-Technical VILLAGE JANDWAL PATHANKOT 145001 | PATHANKOT | PATHANKOT | PUNJAB | 145001 | - | - | Rejected-Technical Technicaly not suitable |
Tender Value
₹138.2 Cr
EMD Value
₹2.8 L
Closing Date
6 Apr 2021, 5:00 pmClosed
Executive Engineer
SPK Dam Reservoir Division Shahapurkandi
Estimate for a diversion arrangement by excavating a cunnet on R S along the existing water creek and dumping the excavated material back into the river Ravi on Ring Bund and upto EL 394 Mtr Between existing water creek and proposed cunnet
2021_WR_62633_1
01/2021
Open Tender
Civil Works - Canal
Item Rate
30 days
Mukteshwar Mandir
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
₹2.8 L
16 Jul 2021
25 Mar 2021
7 Apr 2021
25 Mar 2021
6 Apr 2021
25 Mar 2021
Amount
Diversion arrangement by excavating a cunnet
Excavation in Soil (any type) using Hydraulic Excavator CK 90 with hydraulic excavator of 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections,including all lifts and combined lead upto 30m. in river choe bed for making cunnet 30m. wide 2.5 mtr. depth with side slopes 1:1
Spreading of Excavated Material in Layers on Embankment /Road with Dozer D - 80 - A 12 @ 3768.00 per hour with output 300cum/hour
Carriage of excavted material for making ring bund having top width 10mtr. With 2:1 and 1.5:1 side slopes of water face and back face respectively in river choe bed upto E.L + 396.00mtr. within 30mtr. lead.
Carriage of excavated material for making ring bund having top width 10mtr. With 2:1 and 1.5:1 side slopes of water face and back face respectively in river choe bed upto E.L + 396.00mtr.within 60mtr. Lead.
Carriage of excavated material for making D/S Dyke having top width 10mtr. With 2:1 and 1.5:1 side slopes of water face and back face respectively in river choe bed upto E.L + 394.00mtr. within 30mtr. lead.
Carriage of excavated material for making D/S Dyke having top width 10mtr. With 2:1 and 1.5:1 side slopes of water face and back face respectively in river choe bed upto E.L + 394.00mtr. within 90mtr. lead.
Carriage of excavated material for making platform in river choe bed upto E.L + 394.00mtr. within 60mtr. Lead.
MANMOHAN SINGH CONTRACTOR
M/S PUSHPINDER SINGH SIDHU CONTRACTOR
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