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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 CrAccepted-Finance | ₹29.6 Cr | L1 | Accepted-Finance First lowest quoted rate. |
| 2 | L2₹36.0 CrRejected-Finance | ₹36.0 Cr | L2 | Rejected-Finance Quoted rate high. Second lowest quoted rate. not accepted. |
| 3 | L3₹39.2 CrRejected-Finance | ₹39.2 Cr | L3 | Rejected-Finance Quoted rate high. Third lowest quoted rate. not accepted. |
| 4 | Rejected-Technical VILL P O BARUA P S BELDANGA DIST MURSHIDABAD PIN 742189 | BARUA | MURSHIDABAD | WEST BENGAL | 742189 | - | - | Rejected-Technical NOT RECOMMENDED |
Tender Value
Refer Docs
EMD Value
₹10 L
Closing Date
6 Nov 2024, 4:00 pmClosed
The Superintending Engineer, West Circle, M.E.Dte
Patal Bazar, 3rd Floor, Tinkonia, Purba Bardhaman, Pin-713101
Implementation of augmentation and strengthening of water supply scheme within Nalhati Municipality under AMRUT 2.0
2024_MAD_762960_1
12/ SE(WC)/MED/2024-2025
Open Tender
CIVIL WORKS
730 days
Nalhati Municipality
Please refer tender documents
3 documents required · 3 mandatory
₹0
₹10 L
Yes
The Superintending Engineer, West Circle, M.E.Dte
26 Jun 2025
5 Oct 2024
11 Nov 2024
5 Oct 2024
6 Nov 2024
6 Oct 2024
22 Oct 2024
Amount
Geo-Technical investigation, Design & drawing (Sub-structure part) & Construction of RCC Elevated Over Head Reservoir (Intze type) of capacity 450 cum of staging height 20 meter with raft foundation including pipe connection for head works, Guard Room with sanitary arrangement, Land Development, Approach Road, Boundary Wall with Gate & Masonry drain, Internal electrification & yard lighting at premises as per Departmental design, drawing & specification etc. Including supply of all materials as required complete in all respect at Zone-VI in Ward No. 6 of Nalhati Municipality
Geo-Technical investigation, Detailed Design and drawing & Construction of Pile / Raft foundation (Minimum Grade M25 including cost of reinforcement works as per approved drawing) & direction of EIC. Construction & commissiong of Super structure of OHR, along with other ancilliary works ;Guard Room with sanitary arrangement,Approach road,Boundary Wall with gate,Land developemnt ,Drainage work, Internal ilumination & yard lighting site clearance etc. complete in all respect as per departmental drawing , specification & direction of EIC
Geo-Technical investigation, Design & drawing (Sub-structure part) & Construction of RCC Elevated Over Head Reservoir (Intze type) of capacity 450 cum of staging height 20 meter with raft foundation including pipe connection for head works, Guard Room with sanitary arrangement, Land Development, Approach Road, Boundary Wall with Gate & Masonry drain, Internal electrification & yard lighting at premises as per Departmental design, drawing & specification etc. Including supply of all materials as required complete in all respect at Zone-VII in ward no. 1 & 2 of Nalhati Municipality
Geo-Technical investigation, Detailed Design and drawing & Construction of Pile /Raft foundation (Minimum Grade M25 including cost of reinforcement works as per approved drawing) & direction of EIC. Construction & commissiong of Super structure of OHR, along with other ancilliary works ;Guard Room with sanitary arrangement,Approach road,Boundary Wall with gate,Land developemnt ,Drainage work, Internal ilumination & yard lighting site clearance etc. complete in all respect as per departmental drawing , specification & direction of EIC
Geo-Technical investigation, Design & drawing (Sub-structure part) & Construction of RCC Elevated Over Head Reservoir (Intze type) of capacity 400 cum of staging height 20 meter with raft foundation including pipe connection for head works, Guard Room with sanitary arrangement, Land Development, Approach Road, Boundary Wall with Gate & Masonry drain, Internal electrification & yard lighting at premises as per Departmental design, drawing & specification etc. Including supply of all materials as required complete in all respect at Zone-VIII in ward no. 13 of Nalhati Municipality
Geo-Technical investigation, Detailed Design and drawing & Construction of Pile / Raft foundation (Minimum Grade M25 including cost of reinforcement works as per approved drawing) & direction of EIC. Construction & commissiong of Super structure of OHR, along with other ancilliary works ;Guard Room with sanitary arrangement,Approach road,Boundary Wall with gate,Land developemnt ,Drainage work, Internal ilumination & yard lighting site clearance etc. complete in all respect as per departmental drawing , specification & direction of EIC
Construction & commissiong of Sinking Tube Wells ,Pump houses for River Bed Tube well , Guard Room / Staff Quarter with necessary Internal Electrification works, Approach roads with due consideration of HFL, departmental drawing & as per direction of EIC
Sinking of River Bed / Embankment Tube Wells 300 x 200 mm 102 m depth incl. all E&M Submersible Pump Motor works with design capacity, Trial Boring , Electrologging , 80 mm dia. GI rising Pipes , Non Return Vlaves etc all cost and complete.
Sinking of River Bed / Embankment Tube Wells 200 x 200 mm 55 m depth incl. all E&M Submersible Pump Motor works with design capacity , Trial Boring , Electrologging , 80 mm dia. GI rising Pipes , Non Return Vlaves etc all cost and complete.
Pump House (3m x 3.0 m) without Sanitary arrangement as per departmental drawing for River Bed Tube well site location and as per direction of EIC
Guard Room / Staff Quarter (24 Sqm approx) as per departmental drawing and specifications and direction of EIC including all S&P works
Construction of Approach road for Pump House and CWR existing & OHR Sites as per direction approved specification drawing design. For Z-6 & 7 & 8
Construction of Boundary Wall with Gate ( Z-6 , Z-7 , Z-8 ) as per direction and specification and drawing design.
Land development / Masonry Drain as per direction and specification and drawing design. ( Z-6 , 7,8 )
Construction of Masonry Drain as per direction and specification and drawing design ( z-6 ,7 8 )
Laying of D.I. (K-9) pipes with all D.I. Specials and valves including Supply and 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) 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 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 for vehicular movement as per instruction of the E.I.C.
100 mm dia ( DI-K9)
150 mm dia ( DI-K9)
200 mm dia ( DI-K9)
Payment break up : A) After completion of laying work in all respect diameter wise including sluice valve = 80% B) After Testing of the Pipeline in accordance with IS : 3114 - 1965 = 15% C) After cleaning and disinfection of pipe lines including Valve chamber = 5%
Road crossing through Horizontal directional drilling technique (H.D.D)
Survey, designed & drawing ,Supplying and laying of M.S. Conduit 400mm dia. (internal) 10mm thick as casing pipe and 400mm dia (internal) 8mm thick M.S.. carrier pipe across Near Golden Telecom Z-vii by Jack Pushing Technique with necessary pit arranged of pipe line by connecting with the proposed 250 mm dia 8mm thick MS Clear water Rising main pipe line on both sides including necessary permanent road restoration and by supplying all materials as requried for the proposed water supply scheme within Nalhati Municipality under AMRUT. 30.00 m length approx. Z-VII a) On submission of survey, design ,drawing, approval from Railway/NH and 100% completion of fabrication or supply of M.S.Casing pipes & M.S. Carrier pipes (30% of quoted amount) b) On completion of Jack Pushing work and neccesary connection with Rising Mains at both the ends (70% of quoted amount) * Only the charges / demand for Restoration fees Licence fee/NOC fees raised by NH/Railway Authority will be borne by the TIA/EIC.
Survey, designed & drawing ,Supplying and laying of M.S. Conduit 350mm dia. (internal) 10mm thick as casing pipe and 450mm dia (internal) 8mm thick M.S.. carrier pipe across by Jack Pushing Technique with necessary pit arranged of pipe line by connecting with the proposed 200 mm dia 8mm thick MS Clear water Rising main pipe line on both sides including necessary permanent road restoration and by supplying all materials as requried for the proposed water supply scheme within Nalhati Municipality under AMRUT. 20.00 m length a) On submission of survey, design ,drawing, approval from Railway/NH and 100% completion of fabrication or supply of M.S.Casing pipes & M.S. Carrier pipes (30% of quoted amount) Z-VII b) On completion of Jack Pushing work and neccesary connection with Rising Mains at both the ends (70% of quoted amount) * Only the charges / demand for Restoration fees Licence fee/NOC fees raised by NH/Railway Authority will be borne by the TIA/EIC.
Survey, designed & drawing ,Supplying and laying of M.S. Conduit 400mm dia. (internal) 10mm thick as casing pipe and 450mm dia (internal) 8mm thick M.S.. carrier pipe across by Jack Pushing Technique with necessary pit arranged of pipe line by connecting with the proposed 250 mm dia 8mm thick MS Clear water Rising main pipe line on both sides including necessary permanent road restoration and by supplying all materials as requried for the proposed water supply scheme within Nalhati Municipality under AMRUT. 20.00 m length a) On submission of survey, design ,drawing, approval from Railway/NH and 100% completion of fabrication or supply of M.S.Casing pipes & M.S. Carrier pipes (30% of quoted amount) Z-III b) On completion of Jack Pushing work and neccesary connection with Rising Mains at both the ends (70% of quoted amount) * Only the charges / demand for Restoration fees Licence fee/NOC fees raised by NH/Railway Authority will be borne by the TIA/EIC.
Survey, designed & drawing ,Supplying and laying of M.S. Conduit 600mm dia. (internal) 10mm thick as casing pipe and 450mm dia (internal) 8mm thick M.S.. carrier pipe across by Jack Pushing Technique with necessary pit arranged of pipe line by connecting with the proposed 350 mm dia 8mm thick MS Clear water Rising main pipe line on both sides including necessary permanent road restoration and by supplying all materials as requried for the proposed water supply scheme within Nalhati Municipality under AMRUT. 60.00 m length a) On submission of survey, design ,drawing, approval from Railway/NH and 100% completion of fabrication or supply of M.S.Casing pipes & M.S. Carrier pipes (30% of quoted amount) Z-III b) On completion of Jack Pushing work and neccesary connection with Rising Mains at both the ends (70% of quoted amount) * Only the charges / demand for Restoration fees Licence fee/NOC fees raised by NH/Railway Authority will be borne by the TIA/EIC.
Supply & Laying HDPE pipe (Materials grade PE-100, PN-6)/ D.I (K7)/MS pipe including supplying & laying with Specials & Connection with existing Pipe in distribution, carriage of materials to work site carefully(including loading-unloading) in trenches maintaining proper levels and alingment including earth work in excavation in trenches, shoring (if necessary) of adequate width having minimum depth to keep the top surface of pipe 1.1 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) and fitting, fixing, jointing (all types of joints) valves, specials etc. as per requirement, in position, cutting, chamfering of pipes as required,including supply of EPDM Rubber gasket, polythene sleeves, Nuts & Bolts (TATA /GKW make) & other materials as per site condition, 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 (HDD Method ) for SH/PWD roads other than NH & Railway where necessary, temporary road restoration for vehicular movement, removing the surplus materials from site 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 instruction of E.I.C. including submission of 6 sets of completion drawings (In case of damage of any kind of cable line during excavation, necessary damage charges as applicable by the respective authority will be borne by the agency in his own cost.) (As detailed in the Scope of Work of eNIT)
HDPE Pipe Line: 110 mm dia.
HDPE Pipe Line: 125 mm dia.
HDPE Pipe Line: 140 mm dia.
HDPE Pipe Line: 160mm dia.
DI (K/7) Pipe Line: 150 mm dia.
DI (K/7) Pipe Line: 200 mm dia.
DI (K/7) Pipe Line: 250 mm dia.
DI (K/7) Pipe Line: 300 mm dia.
DI (K/7) Pipe Line: 350 mm dia.
Supplying fitting fixing of Sluice valves/Air Release Valves and construction of Sluice Valve Chamber as per specification and drawing at Rising Main and Distribution network at locations as per drawing approved by the SE/EIC
Air Release Valve 80 mm dia.
Air Release Valve 100 mm dia.
Sluice Valve 300 mm dia.
Sluice valve 250 mm dia.
Sluice valves 200 mm dia.
Sluice valves 150 mm dia.
Sluice valves 100 mm dia.
Electro-Mechanical Works
Electro-Mechanical Works for 2 nos DTW & Existing 2 nos River Bed Tubewell in Zone-I under Nalhati Municipality
Electro-Mechanical Works for New 1 no. & Existing 1 no DTW in Zone-II nder Nalhati Municipality
Electro-Mechanical Works for New 2 nos. & Existing 1 no DTW in Zone-III under Nalhati Municipality
Electro-Mechanical Works for New 5 nos.River Bed Tube wells in Zone-IV & Zone-VI under Nalhati Municipality
Electro-Mechanical Works for New 3 nos.River Bed Tube wells in Zone-IV & Zone-VI under Nalhati Municipality
Supply, Deliver & Installation of Pumping Machinery & allied acessories for proposed CWR for Zone-IV & VI location under Nalhati Municipality
Electro-Mechanical Works for New 2 nos DTW & Existing 2 nos River Bed Tubewell in Zone-V under Nalhati Municipality
Electro-Mechanical Works for New 3 nos DTW in Zone-VII under Nalhati Municipality
Electro-Mechanical Works for New 2 nos & Existing 2 nos River Bed Tubewell in Zone-VIII under Nalhati Municipality
Operation and Maintainance of all executed works under this contract for Five Years after commissioning and three months trial run including the supply of chlorine and other consumables (except power consumption charges i.e. Elecric Bills).
M.C.GHOSH AND ASSOCIATES (BID ID -5732393)
Aa Treatment Engineers (BID ID -5725525)
tech_bid_open.pdf
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
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