Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.5 CrAccepted-Finance S N BANERJEE ROAD SODEPUR NORTH 24 PARGANAS KOLKATA 700110 | KOLKATA | NORTH 24 PARGANAS | WEST BENGAL | 700110 | ₹5.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹5.5 Cr+₹35,909 (0.07%)Rejected-Finance 337 C INDIRA GANDHI ROAD KONNAGAR HOOGHLY 712235 | KONNAGAR | HOOGHLY | WEST BENGAL | 712235 | ₹5.5 Cr+₹35,909 (0.07%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.8 Cr+₹31.7 L (5.78%)Rejected-Finance | ₹5.8 Cr+₹31.7 L (5.78%) | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | GUPTA ENTERPRISE L2 | S & P ENTERPRISE L1 | ORASCON INFRASTRUCTURE CO. L3 |
|---|---|---|---|---|---|---|
| 1.00Sinking and lowering the tube well assembly ( UPVC casing pipe, well pipe, stainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing etc. for 300mm X 200mm dia. Deep tube well by direct rotary Rig method using UPVC pipes (CD) and Deep Well Screen (RDS) pipes with Ribs conforming to IS 12818 (latest) (CIPET Certified)along with Development (Min. 8 Hr. continuous) of tube well, all necessary tests etc. including supply of materials, labour, carriage etc. all complete within Zone-3 | ||||||
| 1.01 | Site preparation, temporary latrine, placement and levelling of rig machine, mast hoisting and casing drilling (upto 6.0 m), placement of casing with all allied work necessary to commence drilling works and wind up of all machineries complete and as per direction of EIC. | 2 | No | 1,50,000 ₹3,00,000 | 64,146 ₹1,28,292 Lowest | 2,30,000 ₹4,60,000 |
| 1.02 | From 6 mtr to 60 mtr | 108 | Mtr | 7,000 ₹7,56,000 Lowest | 12,000 ₹12,96,000 | 8,500 ₹9,18,000 |
| 1.03 | From 60 mtr to 90 mtr | 60 | Mtr | 7,000 ₹4,20,000 Lowest | 11,000 ₹6,60,000 | 8,000 ₹4,80,000 |
| 1.04 | From 90 mtr to 120 mtr | 60 | Mtr | 6,000 ₹3,60,000 Lowest | 10,200 ₹6,12,000 | 8,000 ₹4,80,000 |
| 1.05 | From 120 mtr to 150 mtr | 60 | Mtr | 5,800 ₹3,48,000 | 400 ₹24,000 Lowest | 6,000 ₹3,60,000 |
| 1.06 | From 150 mtr to 180 mtr | 60 | Mtr | 5,500 ₹3,30,000 | 100 ₹6,000 Lowest | 2,000 ₹1,20,000 |
| 2.00 | Geotechnical Investigation,Design,Construction and Commissioning of Pump House with Toilet (5.4m x 3.6m) at proposed Deep Tube Well site at Zone-3 along with supply & installation of injector/ diaphragm type automtic chlorinator and necessary Electro Mechanical works for deep tube well and pump house with internal illumination and yard lighting including supply of materials, labour, carriage etc. all complete including three month trail run after satisfactory commissioning as per direction of EIC. | 1 | No | 18,00,000 ₹18,00,000 | 5,70,000 ₹5,70,000 Lowest | 13,00,000 ₹13,00,000 |
| 3.00 | Geotechnical Investigation,Design,Construction and Commissioning of Pump House without Toilet (3.6m x 3m) at proposed Deep Tube Well site at Zone-3 along with supply & installation of injector/ diaphragm type automtic chlorinator and necessary Electro Mechanical work for deep tube well and pump house with internal illumination and yard lighting including supply of materials, labour, carriage etc.all complete including three month trail run after satisfactory commissioning as per direction of EIC. | 1 | No | 17,00,000 ₹17,00,000 | 3,30,000 ₹3,30,000 Lowest | 12,00,000 ₹12,00,000 |
| 4.00Laying of Clear Water Rising Mains From TW to ESR Location with all other associated works with D.I. K-9/MS pipes with all DI/MS Specials and valves including Supply and delivery of pipes & specials at site ISI marked Socket and Spigot jointing system centrifugally cast DI (K9) Pipes conforming to IS 8329-2000 (Third revision) in standard length 4 m, 5 m, 5.50 m, 6 m for push-on joint (rubber gasket) with internal cement mortar lining and external protection by metallic zinc coating with finish layer of bituminous /epoxy coating on outside as per IS: 8329-2000 specification with necessary jointing material rubber gasket (IS: 5382:1985) and M.S. Pipes including transportation, loading unloading and stacking at site including supply of polyethylene sleeves , including earth work in excavation in trenches, shoring (if necessary) excavated portion having minimum depth to keep the top surface of pipe 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) Over-Ground installation to cross small ditches etc. supported with RCC pillars and fitting, fixing, jointing (all types of joints) valves, specials etc. as per requirement, in position, cutting, chamfering of pipes as required, carriage of materials to work site ,and making connection with existing pipe line, Thrust Blocks as per requirement, filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing, cleaning and disinfection of pipes etc. complete in all respect as per IS 12288¬1987 (latest edition) and Temporary Roads Restoration for vehicular movement including supply of materials, labour, carriage etc. and Submission of 5 sets of completion drawing of rising main, all complete. | ||||||
Tender Value
Refer Docs
EMD Value
₹7 L
Closing Date
6 Mar 2026, 6:00 pmClosed
Superintending Engineer, South Circle
, Opposite Kausallya T.O.P., Kharagpur, Dist-Paschim Medinipore
Sinking of Tube wells with Electro-Mechanical works, Supplying and laying of DI-K9, Distribution with HDPE, K7and MS pipe, NH and Rail crossing by HDD method, Construction of ESRs,etc within Ramjibanpur Municipality under AMRUT 2.0.
2026_MAD_1000701_1
WBMAD/NIQ-21/SE(S)/2025-26
Open Tender
CIVIL WORKS
Item Rate
365 days
Ramjibanpur Municipality
Please refer Tender documents.
4 documents required · 4 mandatory
₹0
₹7 L
Yes
Office of TheSuperintending Engineer, South Circle
31 Jul 2026
7 Feb 2026
9 Mar 2026
7 Feb 2026
6 Mar 2026
7 Feb 2026
16 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Sinking and lowering the tube well assembly ( UPVC casing pipe, well pipe, stainer along with UPVC accessories) vertically in a position with proper lowering arrangement by applying necessary jointing compound including labour cost for subsequent gravel packing etc. for 300mm X 200mm dia. Deep tube well by direct rotary Rig method using UPVC pipes (CD) and Deep Well Screen (RDS) pipes with Ribs conforming to IS 12818 (latest) (CIPET Certified)along with Development (Min. 8 Hr. continuous) of tube well, all necessary tests etc. including supply of materials, labour, carriage etc. all complete within Zone-3 | |||||
| 1.01 | Site preparation, temporary latrine, placement and levelling of rig machine, mast hoisting and casing drilling (upto 6.0 m), placement of casing with all allied work necessary to commence drilling works and wind up of all machineries complete and as per direction of EIC. | 2 | No | - | - |
| 1.02 | From 6 mtr to 60 mtr | - | Mtr | - | - |
| 1.03 | From 60 mtr to 90 mtr | - | Mtr | - | - |
| 1.04 | From 90 mtr to 120 mtr | - | Mtr | - | - |
| 1.05 | From 120 mtr to 150 mtr | - | Mtr | - | - |
| 1.06 | From 150 mtr to 180 mtr | - | Mtr | - | - |
| 2 | Geotechnical Investigation,Design,Construction and Commissioning of Pump House with Toilet (5.4m x 3.6m) at proposed Deep Tube Well site at Zone-3 along with supply & installation of injector/ diaphragm type automtic chlorinator and necessary Electro Mechanical works for deep tube well and pump house with internal illumination and yard lighting including supply of materials, labour, carriage etc. all complete including three month trail run after satisfactory commissioning as per direction of EIC. | 1 | No | - | - |
| 3 | Geotechnical Investigation,Design,Construction and Commissioning of Pump House without Toilet (3.6m x 3m) at proposed Deep Tube Well site at Zone-3 along with supply & installation of injector/ diaphragm type automtic chlorinator and necessary Electro Mechanical work for deep tube well and pump house with internal illumination and yard lighting including supply of materials, labour, carriage etc.all complete including three month trail run after satisfactory commissioning as per direction of EIC. | 1 | No | - | - |
| 4Laying of Clear Water Rising Mains From TW to ESR Location with all other associated works with D.I. K-9/MS pipes with all DI/MS Specials and valves including Supply and delivery of pipes & specials at site ISI marked Socket and Spigot jointing system centrifugally cast DI (K9) Pipes conforming to IS 8329-2000 (Third revision) in standard length 4 m, 5 m, 5.50 m, 6 m for push-on joint (rubber gasket) with internal cement mortar lining and external protection by metallic zinc coating with finish layer of bituminous /epoxy coating on outside as per IS: 8329-2000 specification with necessary jointing material rubber gasket (IS: 5382:1985) and M.S. Pipes including transportation, loading unloading and stacking at site including supply of polyethylene sleeves , including earth work in excavation in trenches, shoring (if necessary) excavated portion having minimum depth to keep the top surface of pipe 1.10 m below of the existing ground level in any kind of soil mixed with boulder, metal crust, concrete pavement, any road sub-grade and its flank etc., dewatering the trenches, preparing the bottom surface of the trenches for continuous bedding including sand filling (if necessary) Over-Ground installation to cross small ditches etc. supported with RCC pillars and fitting, fixing, jointing (all types of joints) valves, specials etc. as per requirement, in position, cutting, chamfering of pipes as required, carriage of materials to work site ,and making connection with existing pipe line, Thrust Blocks as per requirement, filling of the trenches with excavated materials, consolidating the same in layers, guarding trenches with temporary bamboo railing for safety where necessary, removing the surplus materials from the site as per municipal rules in vogue including all labour charges, tools and plants, hydraulic pressure testing, cleaning and disinfection of pipes etc. complete in all respect as per IS 12288¬1987 (latest edition) and Temporary Roads Restoration for vehicular movement including supply of materials, labour, carriage etc. and Submission of 5 sets of completion drawing of rising main, all complete. | |||||
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.98 MB
2911.pdf
Additional Documents • 0.49 MB
TECHNICALSPEC.pdf
Tender Documents • 0.62 MB
BOQ_2451977.xls
BOQ • 0.26 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .