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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹44.9 CrAdmitted-Finance 8 NEPAL CHATTERJEE STREET KOLKATA 700057 | KOLKATA | 24 PARAGANAS NORTH | WEST BENGAL | 700057 | L1 | Admitted-Finance | |
| 2 | L2₹49.4 Cr+₹4.5 Cr (10.0%)Admitted-Finance 38 SARKAR BAGAN TALPUKUR BARRACKPORE NORTH 24 PARGANAS WEST BENGAL 700123 | 24 PARAGANAS NORTH | WEST BENGAL | 700123 | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | SUPRITI ENTERPRISE L1 | M/S GHOSH AND CO. L2 |
|---|---|---|---|---|---|
| 1.00Supplying & Laying of D.I. (K-9) pipes with all D.I. Specials and valves including delivery at site ISI marked Socket and Spigot jointing system centrifugally cast DI (K9/K7) 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) of adequate width 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) & Jack pushing work required as per site condition with M.S. Casing & carrier pipe, Over-Ground installation to cross small ditches etc. supported with RCC pillars, construction of Steel Bridge, Steel Bridge, Persuasion of Way Leave Permission from competent authority ( the charges / demand for Restoration fees License fee/NOC fees raised by NH/Railway Authority will be borne by the TIA/EIC) as & where necessary. 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 from departmental store to work site (if any), constructing sluice valve chambers including supply and fitting in position sluice valve of different dia. & supply and fitting in position D.I. Specials, 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, emergency horizontal auger boring (for roads other than NH and Railway) 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 as per enclosed drawing and the instruction of E.I.C. (All materials like D.I. pipes, rubber gaskets, M.S Pipe, For Jack Pushing work under the NH, Rail etc. the necessary permission from the competent authority to be obtained by the agency on behalf of the concerned Division of MED. The bidder should facilitate the process including submission of drawings, fees and all other formalities in this regard. The quoted rate should include the cost of such process. However, the charges / demand for Restoration fees License fee/NOC fees raised by NH/Railway Authority will be borne by the TIA/EIC. Sluice valve, Air Release valve, Drain valve, D.I. Fittings, Mechanical Joints etc., where necessary, including all other construction materials will be supplied by the agency) | |||||
| 1.01 | 200 mm dia ( DI-K9) | 50 | m | 2,700 ₹1,35,000 Lowest | 4,500 ₹2,25,000 |
| 1.02 | 250 mm dia ( DI-K9) | 10,820 | m | 3,350 ₹3,62,47,000 Lowest | 5,500 ₹5,95,10,000 |
| 1.03 | 300 mm dia ( DI-K9) | 11,960 | m | 4,150 ₹4,96,34,000 Lowest | 6,500 ₹7,77,40,000 |
| 1.04 | 350 mm dia ( DI-K9) | 1,395 | m | 5,050 ₹70,44,750 Lowest | 7,500 ₹1,04,62,500 |
| 1.05 | 400 mm dia ( DI-K9) | 8,030 | m | 5,550 ₹4,45,66,500 Lowest | 8,480 ₹6,80,94,400 |
| 1.06 | 450 mm dia ( DI-K9) | 2,190 | m | 7,137 ₹1,56,30,030 Lowest | 10,000 ₹2,19,00,000 |
| 1.07 | 500 mm dia ( DI-K9) | 9,782 | m | 8,150 ₹7,97,23,300 Lowest | 11,500 ₹11,24,93,000 |
| 1.08 | 600 mm dia ( DI-K9) | 5,712 | m | 8,500 ₹4,85,52,000 Lowest | 13,700 ₹7,82,54,400 |
| 1.09 | 800 mm dia ( DI-K9) | 220 | m | 12,775 ₹28,10,500 Lowest | 15,000 ₹33,00,000 |
Tender Value
Refer Docs
EMD Value
₹10 L
Closing Date
7 Feb 2025, 5:00 pmClosed
The Superintending Engineer, West Circle, M.E.Dte
Patal Bazar, 3rd Floor, Tinkonia, Purba Bardhaman, Pin-713101
Supplying and Laying of CWRM network with DI K9 and MS Pipes Jack Pushing Pipe Carrying Steel Bridge Temporary Road restoration to be completed in all respect within Asansol area of AMC for WSS under AMRUT 2 0
2025_MAD_797214_1
14 of SE (WC)/MED/2024-2025 (2nd Call)
Open Tender
CIVIL WORKS
Item Rate
365 days
Asansol Area within AMC
Please refer tender documents
3 documents required · 3 mandatory
₹0
₹10 L
Yes
The Superintending Engineer, West Circle, M.E.Dte
4 Mar 2025
8 Jan 2025
10 Feb 2025
8 Jan 2025
7 Feb 2025
10 Jan 2025
20 Jan 2025
Amount
Supplying & Laying of D.I. (K-9) pipes with all D.I. Specials and valves including delivery at site ISI marked Socket and Spigot jointing system centrifugally cast DI (K9/K7) 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) of adequate width 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) & Jack pushing work required as per site condition with M.S. Casing & carrier pipe, Over-Ground installation to cross small ditches etc. supported with RCC pillars, construction of Steel Bridge, Steel Bridge, Persuasion of Way Leave Permission from competent authority ( the charges / demand for Restoration fees License fee/NOC fees raised by NH/Railway Authority will be borne by the TIA/EIC) as & where necessary. 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 from departmental store to work site (if any), constructing sluice valve chambers including supply and fitting in position sluice valve of different dia. & supply and fitting in position D.I. Specials, 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, emergency horizontal auger boring (for roads other than NH and Railway) 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 as per enclosed drawing and the instruction of E.I.C. (All materials like D.I. pipes, rubber gaskets, M.S Pipe, For Jack Pushing work under the NH, Rail etc. the necessary permission from the competent authority to be obtained by the agency on behalf of the concerned Division of MED. The bidder should facilitate the process including submission of drawings, fees and all other formalities in this regard. The quoted rate should include the cost of such process. However, the charges / demand for Restoration fees License fee/NOC fees raised by NH/Railway Authority will be borne by the TIA/EIC. Sluice valve, Air Release valve, Drain valve, D.I. Fittings, Mechanical Joints etc., where necessary, including all other construction materials will be supplied by the agency)
200 mm dia ( DI-K9)
250 mm dia ( DI-K9)
300 mm dia ( DI-K9)
350 mm dia ( DI-K9)
400 mm dia ( DI-K9)
450 mm dia ( DI-K9)
500 mm dia ( DI-K9)
600 mm dia ( DI-K9)
800 mm dia ( DI-K9)
250 mm dia (MS)
300 mm dia (MS)
350 mm dia (MS)
400 mm dia (MS)
450 mm dia (MS)
500 mm dia (MS)
600 mm dia (MS)
800 mm dia (MS)
Trenchless crossing in CWRM & Distribution Network by HDD and Jack Pushing Technique
Design, Supply, laying & Pushing 60 m length of 900 mm dia. 12 mm thick M.S Spiral Welded Casing Pipe of Fe 410 grade as per IS: 3589-2001 by Adopting Trench less Technologies (Jack Pushing Method) Across and underneath the State Highway / National Highway for crossing of 600mm dia MS Carrier Pipe i.e. Clear Water Rising Main at location (Lat: 23°41'38.19"N, Long: 86°57'4.50"E) for Asansol Municipal Corporation area under AMRUT 2.0
Design, Supply, laying & Pushing 70 m length of 750 mm dia. 10 mm thick M.S Spiral Welded Casing Pipe of Fe 410 grade as per IS: 3589-2001 by Adopting Trench less Technologies (Jack Pushing Method) Across and underneath the Railway track for crossing of 500mm dia MS Carrier Pipe i.e. Clear Water Rising Main at location (Lat: 23°39'19.19"N, Long: 86°55'6.15"E) for Asansol Municipal Corporation area under AMRUT 2.0
Design, Supply, laying & Pushing 50 m length of 700 mm dia. 10 mm thick M.S Spiral Welded Casing Pipe of Fe 410 grade as per IS: 3589-2001 by Adopting Trench less Technologies (Jack Pushing Method) Across and underneath the State Highway / National Highway for crossing of 400mm dia MS Carrier Pipe i.e. Clear Water Rising Main at location (Lat: 23°40'30.93"N, Long: 87° 0'43.78"E) for Asansol Municipal Corporation area under AMRUT 2.0
Design, Supply and Laying & Pushing of 450 mm dia (ID) M.S. Pipe conduits 45 m in length to be prepared from 8 mm thick M.S. plate by Horizontal directional drilling technique (H.D.D), including supplying and laying of 300 mm dia M.S. pipe in Clear Water Rising Main within the conduit. Across and underneath the State highway / National Highway for Clear Water Rising Main at 2 Nos. of Location (Lat: 23°42'10.53"N, Long: 86°55'28.30"E) & (Lat: 23°41'14.99"N, Long: 86°54'48.56"E) for Asansol Municipal Corporation area under AMRUT 2.0
Design, Supply laying & Pushing of M.S. Conduit 600mm dia. (internal) 8mm thick as casing pipe and 250mm dia (internal) 8mm thick M.S.. carrier pipe across & underneath the Railway Track at 2 Nos. Location (LAT:- 23°40'56.59"N, LON:- 86°56'45.98"E) & (LAT:- 23°40'56.26"N, LON:- 86°56'45.77"E) by Jack Pushing Technique with necessary pit arranged of pipe line by connecting with the proposed 250mm dia Clear Water Rising main pipe line on both sides including necessary permanent road restoration and by supplying all materials as required for the proposed water supply scheme within Asansol Municipal Corporation under AMRUT 2.0, 45.00 m length.
Design, Supply, laying & Pushing 25 m length of 700 mm dia. 10 mm thick M.S Spiral Welded Casing Pipe of Fe 410 grade as per IS: 3589-2001 by Adopting Trench less Technologies (Jack Pushing Method) Across and underneath the Railway Track for crossing of 400mm dia MS Carrier Pipe i.e. Distribution Network at Zone-31 (Lat: 23°39'3.50"N, Long: 86°55'44.85"E) for Asansol Municipal Corporation area under AMRUT 2.0
Pipe Carrying Bridge
Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary.For 250 mm Dia Clear Water Rising Main at (Lat: 23°41'51.35"N, Long: 86°59'40.01"E).(L- 85 Mtr. X W- 1.0 Mtr.)
Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary.For 300 mm Dia Clear Water Rising Main at (Lat: 23°41'38.31"N, Long: 86°59'2.12"E).(L- 35 Mtr. X W- 1.2 Mtr.)
Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary. For 400 mm Dia Clear Water Rising Main at (Lat: 23°41'37.79"N, Long: 86°59'49.30"E).(L- 35 Mtr. X W- 1.2 Mtr.)
Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary. For 400 mm Dia Clear Water Rising Main at (Lat: 23°42'7.16"N, Long: 87° 0'30.17"E).(L- 30 Mtr. X W- 1.2 Mtr.)
Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary. For 450 mm Dia Distribution Network at Zone-31 (Lat: 23°39'18.90"N, Long: 86°55'7.07"E). (L- 60 Mtr. X W- 1.2 Mtr.)
Construction of pipe carriageway of MS structure, minimum 3m width to carry suction/delivery pipe up to the bank of the river with suitable RCC structure supported on column & adequate foundation/piles where necessary. For 125 mm Dia Distribution Network at Zone-36 (Lat: 23°41'45.88"N, Long:86°58'21.51"E). (L- 35 Mtr. X W- 1.0 Mtr.)
Supplying,fitting, fixing of Sluice valves (PN 1.6) /Air Release Valves and construction of Sluice Valve Chamber as per specification and drawing
Air Release Valve 80 mm dia.
Air Release Valve 100 mm dia.
Air Release Valve 150 mm dia.
Sluice valve 250 mm dia.
Sluice valves 300 mm dia.
Sluice valves 350 mm dia.
Sluice valves 400 mm dia.
Sluice valves 450 mm dia.
Sluice valves 500 mm dia.
Sluice valves 600 mm dia.
M/S GHOSH AND CO. (BID ID -6097922)
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