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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹80.7 LAdmitted-Finance RAJENDRA NAGAR KUNWAR SINGH ROAD NEAR SRIJAN APARTMENT NEW ULIDIH MANGO JAMSHEDPUR EAST SINGHBHUM PIN 8310102 | 8310102 | L1 | Admitted-Finance | |
| 2 | L2₹92.8 L+₹12.1 L (14.9%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | Rejected-Technical | - | Rejected-Technical Decision |
| Sl No | Description | Qty | Unit | ABHISHEK ENTERPRISES L1 | M/S CHANDAN CONSTRUCTION L2 |
|---|---|---|---|---|---|
| 1.00 | Injection Pressure grouting in all components of aquaduct trough i.e, trough walls, slab and transition wall/ retaining wall after cleaning & scrapping properly. G.I nozzeling @1.5 C/C in a staggered way. Three layers protective water proofing coating on trough walls, slabs and transition wall/retaining wall in all sides for Leak proof. | 10,774.8 | M² | 435 ₹46,87,038 Lowest | 510 ₹54,95,148 |
| 2.00 | Treatments of construction joints/ expansion joint in trough slab or trough walls including transition walls/retaining walls. The provision of PVC seal must be done after cleaning & scrapping of cunstruction joints/ expansion joint grooves should also be filled properly with required filling materials to water tight the construction joint/ expansion joint. | 470.4 | rmt. | 5,350 ₹25,16,640 Lowest | 5,560 ₹26,15,424 |
| 3.00 | Disposal of existing Debrish (existing stones & good earth at site (Exact qty. can not be accesed) | 1 | No | 8,70,000 ₹8,70,000 Lowest | 11,70,000 ₹11,70,000 |
Tender Value
Refer Docs
EMD Value
₹2 L
Closing Date
16 Dec 2021, 5:00 pmClosed
EXECUTIVE ENGINEER
Executive Engineer, Minor Distribution Division No. 5, Dimna, Jamshedpur.
Seepage protection work of Aquaduct at Km. 83.300, 85.210 and 86.481 of CLMC.
2021_WRD_53593_1
WRD/MDD5/DIMNAJSR/NIQ-01 /2021-22
Open Tender
Civil Works
EOI
180 days
Ghatsila East Singhbhum
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹2 L
Yes
11 Jan 2022
23 Nov 2021
18 Dec 2021
23 Nov 2021
16 Dec 2021
23 Nov 2021
Amount
Injection Pressure grouting in all components of aquaduct trough i.e, trough walls, slab and transition wall/ retaining wall after cleaning & scrapping properly. G.I nozzeling @1.5 C/C in a staggered way. Three layers protective water proofing coating on trough walls, slabs and transition wall/retaining wall in all sides for Leak proof.
Treatments of construction joints/ expansion joint in trough slab or trough walls including transition walls/retaining walls. The provision of PVC seal must be done after cleaning & scrapping of cunstruction joints/ expansion joint grooves should also be filled properly with required filling materials to water tight the construction joint/ expansion joint.
Disposal of existing Debrish (existing stones & good earth at site (Exact qty. can not be accesed)
M/S CHANDAN CONSTRUCTION
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