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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.9 CrAccepted-AOC | ₹27.9 Cr | L1 | Accepted-AOC L1 Bidder |
| 2 | L2₹28.1 Cr+₹20.6 L (0.74%)Rejected-AOC 185 A POCKET B MAYUR VIHAR II DELHI 110091 | EAST | DELHI | 110091 | ₹28.1 Cr+₹20.6 L (0.74%) | L2 | Rejected-AOC L2 Bidder |
| 3 | L3₹29.5 Cr+₹1.6 Cr (5.64%)Rejected-AOC | ₹29.5 Cr+₹1.6 Cr (5.64%) | L3 | Rejected-AOC L3 Bidder |
| Sl No | Description | Qty | Unit | GYPSUM STRUCTURAL INDIA PRIVATE LIMITED L2 | WERM INDIA LIMITED L1 | BALIBOY INDIA L3 |
|---|---|---|---|---|---|---|
| 1.00i) From Diamond Harbour Road & Judges Court Road Junction to Gopalnagar Road junction 1350 mm dia (Circular Shape) | ||||||
| 1.10 | CCTV and Topographical Surveys as mentioned in methodology. | 1,423 | Mtr. | 950 ₹13,51,850 | 1,000 ₹14,23,000 | 800 ₹11,38,400 Lowest |
| 1.20 | Desilting & taking out of silt by mechanical device, safe disposal of silt, CCTV Survey, delivery of 3 sets of C.D or Cassette, sealing of all joints found leaking with admixture of cement & other suitable chemical, installation or adequate no. of over pumping system leak proof stanking arrangement on U/S & D/S side of working length, temp. rising main to ensure smooth flow of sewerage, supply of all material, labour, tool& plants, temp power connection, with standby generator set of capacity of at least 62.5 KVA, Gas detector, forced air ventilators etc. and provision of safety equipments as per guidelines laid in IS 11972 (1987)/ International standard, traffic control arrangement and proper lighting at night, barricading, display of signboards, insurance of workmen & cleaning of site, removal of all hindrances, unforeseen items, permission from other departments, cutting of bituminous road, excavation, demolishing of brick work in taper portion of the M/H & restoring and getting the same constructed complete. | 1,423 | Mtr. | 47,000 ₹6,68,81,000 | 46,500 ₹6,61,69,500 Lowest | 51,000 ₹7,25,73,000 |
| 1.30 | Design, supply and commissioning of the GRP liner complete in all aspects including manhole rehabilitation and commissioning of the sewer after rehabilitation as mentioned in methodology. | 1,423 | Mtr. | 1,15,000 ₹16,36,45,000 | 1,14,500 ₹16,29,33,500 Lowest | 1,19,500 ₹17,00,48,500 |
| 2.00ii) From Gopalnagar Road junction to Kalighat Drainage Pumping Station 1500 mm dia (Circular Shape) | ||||||
| 2.10 | CCTV and Topographical Surveys as mentioned in methodology. | 288 | Mtr. | 950 ₹2,73,600 | 1,000 ₹2,88,000 | 800 ₹2,30,400 Lowest |
| 2.20 | Desilting & taking out of silt by mechanical device, safe disposal of silt, CCTV Survey, delivery of 3 sets of C.D or Cassette, sealing of all joints found leaking with admixture of cement & other suitable chemical, installation or adequate no. of over pumping system leak proof stanking arrangement on U/S & D/S side of working length, temp. rising main to ensure smooth flow of sewerage, supply of all material, labour, tool& plants, temp power connection, with standby generator set of capacity of at least 62.5 KVA, Gas detector, forced air ventilators etc. and provision of safety equipments as per guidelines laid in IS 11972 (1987)/ International standard, traffic control arrangement and proper lighting at night, barricading, display of signboards, insurance of workmen & cleaning of site, removal of all hindrances, unforeseen items, permission from other departments, cutting of bituminous road, excavation, demolishing of brick work in taper portion of the M/H & restoring and getting the same constructed complete. | 288 | Mtr. | 50,000 ₹1,44,00,000 | 49,000 ₹1,41,12,000 Lowest | 52,500 ₹1,51,20,000 |
| 2.30 | Design, supply and commissioning of the GRP liner complete in all aspects including manhole rehabilitation and commissioning of the sewer after rehabilitation as mentioned in methodology. | 288 | Mtr. | 1,19,500 ₹3,44,16,000 | 1,18,000 ₹3,39,84,000 Lowest | 1,23,400 ₹3,55,39,200 |
Tender Value
Refer Docs
EMD Value
₹10 L
Closing Date
5 Mar 2025, 3:00 pmClosed
DG (PDD), KMC
19, Nellie Sengupta Sarani, Top Floor, Kolkata-700087, West Bengal
Up-gradation and Refurbishment of Brick Sewer along Judges Court Road by de-silting and GRP lining in Br-IX area.
2025_KMC_804640_1
KMC/D.G.(TPDD)/05-1/2024-2025
Open Tender
CIVIL WORKS
Item Rate
730 days
Multiple Ward, KMC
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹10 L
Conference Room of PD Department
8 Jun 2026
24 Jan 2025
7 Mar 2025
24 Jan 2025
5 Mar 2025
6 Feb 2025
30 Jan 2025
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1i) From Diamond Harbour Road & Judges Court Road Junction to Gopalnagar Road junction 1350 mm dia (Circular Shape) | |||||
| 1.1 | CCTV and Topographical Surveys as mentioned in methodology. | - | Mtr. | - | - |
| 1.2 | Desilting & taking out of silt by mechanical device, safe disposal of silt, CCTV Survey, delivery of 3 sets of C.D or Cassette, sealing of all joints found leaking with admixture of cement & other suitable chemical, installation or adequate no. of over pumping system leak proof stanking arrangement on U/S & D/S side of working length, temp. rising main to ensure smooth flow of sewerage, supply of all material, labour, tool& plants, temp power connection, with standby generator set of capacity of at least 62.5 KVA, Gas detector, forced air ventilators etc. and provision of safety equipments as per guidelines laid in IS 11972 (1987)/ International standard, traffic control arrangement and proper lighting at night, barricading, display of signboards, insurance of workmen & cleaning of site, removal of all hindrances, unforeseen items, permission from other departments, cutting of bituminous road, excavation, demolishing of brick work in taper portion of the M/H & restoring and getting the same constructed complete. | - | Mtr. | - | - |
| 1.3 | Design, supply and commissioning of the GRP liner complete in all aspects including manhole rehabilitation and commissioning of the sewer after rehabilitation as mentioned in methodology. | - | Mtr. | - | - |
| 2ii) From Gopalnagar Road junction to Kalighat Drainage Pumping Station 1500 mm dia (Circular Shape) | |||||
| 2.1 | CCTV and Topographical Surveys as mentioned in methodology. | - | Mtr. | - | - |
| 2.2 | Desilting & taking out of silt by mechanical device, safe disposal of silt, CCTV Survey, delivery of 3 sets of C.D or Cassette, sealing of all joints found leaking with admixture of cement & other suitable chemical, installation or adequate no. of over pumping system leak proof stanking arrangement on U/S & D/S side of working length, temp. rising main to ensure smooth flow of sewerage, supply of all material, labour, tool& plants, temp power connection, with standby generator set of capacity of at least 62.5 KVA, Gas detector, forced air ventilators etc. and provision of safety equipments as per guidelines laid in IS 11972 (1987)/ International standard, traffic control arrangement and proper lighting at night, barricading, display of signboards, insurance of workmen & cleaning of site, removal of all hindrances, unforeseen items, permission from other departments, cutting of bituminous road, excavation, demolishing of brick work in taper portion of the M/H & restoring and getting the same constructed complete. | - | Mtr. | - | - |
| 2.3 | Design, supply and commissioning of the GRP liner complete in all aspects including manhole rehabilitation and commissioning of the sewer after rehabilitation as mentioned in methodology. | - | Mtr. | - | - |
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