Construction of RCC OHR of capacity 650 cum, 700 cum and 750 cum, Laying of CER from WTP to OHR, Supplying and Laying of distribution pipeline with different diameter D.I. Pipes, OPVC Pipes, HDPE Pipes and M.S. Pipes within Panskura Municipality

Amount

Laying of D.I. (K-9) and MS pipes with all kinds of Specials including supplying of MS PIpe with 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. DI (K-9) Pipe & rubber gasket should be carriage from departmental store to work site , & 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 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, etc. complete in all respect as per IS 12288¬1987 (latest edition) and temporary Roads Restoration work should be made for vehicular movement as per instruction of the E.I.C including Cleaning and disinfection thoroughly the inner surface of pipe line including specials and valves by flushing with water and subsequently disinfection of the samepipe line by flushing again with water containing bleaching powder resulting in residual chlorine not less than 15mg/ltrs. after 24hrs. of such filling including laboratory testing of water samples obtain from the disinfected pipe line and disposal of water from the pipe line after completion of the work. The rates including of cost of requisite water to be arranged by the contractor. (The rate of water @Rs. 10/m3 may be recovered, if the contractor used water from deptt. source).and Submission of complete detailed drawing of distribution system, rising main etc. after execution of work showing position of different types of valves, fittings/specials sluice valve chamber with location, node to node wise in the sanctioned drawing as completion drawing of the water supply scheme as per direction and satisfaction of EIC. (5 copies). ( Payment shall be made as per Executed Quantity) (DI (K-9) Pipe & rubber gasket will be supplied from departmental store , necessary charge for carrying of DI pipe should be borne by the agency.) N.B: i) Any deviation from required clear cover of 1.10mtr., due to site adverse condition, prior permission is to be obtained from the EIC in exceptional situation and payment will be made on pro rata basis over the rate of entire item

150 mm DI Pipe

200 mm DI Pipe

250 mm DI Pipe

300 mm DI Pipe

400 mm DI Pipe

100 mm M.S. Pipe

150 mm M.S. Pipe

200 mm M.S. Pipe

250 mm M.S. Pipe

300 mm M.S. Pipe

350 mm M.S. Pipe

400 mm M.S. Pipe

Survey, drawing ,Supplying and laying of M.S. Conduit 700mm dia. (internal) 10mm thick as casing pipe and 400mm dia (internal) 8mm thick M.S.. carrier pipe with necessary specials across & underneath the Railway track (including obtaining of Way Leave Permission as necessary) by Jack Pushing Technique with necessary pit arrangement and providing all kinds safety measure and making connection with the proposed pipe line on both sides including necessary temporary road restoration and hydraulic testing as per relevant IS code complete. ( Payment shall be made as per Executed Quantity)

Surveying, designing,drawing and construction of Pipe Carrying M.S. Bridge as per scope of work including supply of all materials & complete in all respect as direction of EIC . (Payment shall be made as per Executed Quantity)

Survey, drawing ,Supplying and laying of M.S. Conduit 300mm dia. (internal) 8mm thick as casing pipe and 150mm dia (internal) 8mm thick M.S.. carrier pipe with necessary specials across & underneath the National Highway by Horizontal Directional Drilling (HDD) Technique for Zone II.

Construction of Boundary wall, Guard Room, Land Development, approach Road and Masonry drain including material, labour etc. all complete and as per departmental drawing, specification and direction of EIC in OHR site locationat at Zone II

Construction of Boundary wall with Gate with at least wall height of 2.1 m above FGL as per departmental design & drawing.

Construction of Guard Room with sanitary arrangement (6m x 4m) with internal electrification and yard lighting

Land Development as per scope of work all complete.

Construction of Masonry drain as per scope of work and departmental design & drawing all complete.

Approach road as per scope of work all complete.

Construction of Boundary wall, Retaining wall, Guard Room, Land Development, approach Road and Masonry drain including material, labour etc. all complete and as per departmental drawing, specification and direction of EIC in OHR site locationat at Zone IV

Construction of Boundary wall with Gate with at least wall height of 2.1 m above FGL as per departmental design & drawing.

Construction of R.C.C. Retaining wall at least wall height of 1.5 m above FGL as per departmental design & drawing.

Construction of Guard Room with sanitary arrangement (6m x 4m) with internal electrification and yard lighting

Land Development as per scope of work all complete.

Construction of Masonry drain as per scope of work and departmental design & drawing all complete.

Approach road as per scope of work all complete.

Construction of Boundary wall, Retaining wall, Guard Room, Land Development, approach Road and Masonry drain including material, labour etc. all complete and as per departmental drawing, specification and direction of EIC in OHR site locationat at Zone VI

Construction of Boundary wall with Gate with at least wall height of 2.1 m above FGL as per departmental design & drawing.

Construction of R.C.C. Retaining wall at least wall height of 2.85 m above FGL as per departmental design & drawing.

Construction of Guard Room with sanitary arrangement (6m x 4m) with internal electrification and yard lighting

Land Development as per scope of work all complete.

Construction of Masonry drain as per scope of work and departmental design & drawing all complete.

Approach road as per scope of work all complete.

Design, Drawing & Construction of RCC Retaining wall with at least wall height of 3.1 m above footing as per specification & direction of EIC for clear water Rising Main.

Supplying fitting fixing of Sluice valves/Air Release Valves and including construction of Sluice Valve Chamber as per specification and drawing.

Air Release Valve 80 mm dia.

Air Release Valve 100 mm dia.

Sluice Valve 80 mm to 150 mm dia with valve chamber

Sluice Valve 200 mm dia with valve chamber

Sluice Valve 250 mm dia with valve chamber

Sluice Valve 300 mm dia with valve chamber

Sluice Valve 350 mm dia with valve chamber

Sluice Valve 400 mm dia with valve chamber

Geo-Technical investigation, Design (only sub-structure i.e. foundation part) ,Drawing & Construction of RCC Elevated Over Head Reservoir (Intze type) of capacity 650 cum of staging height 20 meter with pile foundation including pipe connection for head works as per Departmental design (Super-structure of OHR), drawing & specification etc. Including supply of all materials as required complete in all respect at Zone- II within Panskura Municipality, District Purba Medinipur for proposed Water Supply Scheme under AMRUT 2.0 Scheme

Geo-Technical investigation, Detailed Design and drawing & Construction of Pile & Pile cap (Minimum Grade M25) for Over Head Reservoir (Intze type) of capacity 650 cum including supply of all materials as required with pile load test & integrity test as per specification & direction of EIC.

Construction & commissiong of Super structure of Elevated Over Head Reservoir (Intze type) of capacity 650 cum including pipe connection for head works along with other ancilliary works,site clearance etc. complete in all respect as per departmental drawing , specification & direction of EIC

Geo-Technical investigation, Design (only sub-structure i.e. foundation part) ,Drawing & Construction of RCC Elevated Over Head Reservoir (Intze type) of capacity 750 cum of staging height 20 meter with pile foundation including pipe connection for head works as per Departmental design (Super-structure of OHR), drawing & specification etc. Including supply of all materials as required complete in all respect at Zone- IV within Panskura Municipality, District Purba Medinipur for proposed Water Supply Scheme under AMRUT 2.0 Scheme

Geo-Technical investigation, Detailed Design and drawing & Construction of Pile & Pile cap (Minimum Grade M25) for Over Head Reservoir (Intze type) of capacity 750 cum including supply of all materials as required with pile load test & integrity test as per specification & direction of EIC.

Construction & commissiong of Super structure of Elevated Over Head Reservoir (Intze type) of capacity 750 cum including pipe connection for head works along with other ancilliary works,site clearance etc. complete in all respect as per departmental drawing , specification & direction of EIC

Geo-Technical investigation, Design (only sub-structure i.e. foundation part) ,Drawing & Construction of RCC Elevated Over Head Reservoir (Intze type) of capacity 700 cum of staging height 20 meter with pile foundation including pipe connection for head works as per Departmental design (Super-structure of OHR), drawing & specification etc. Including supply of all materials as required complete in all respect at Zone- VI within Panskura Municipality, District Purba Medinipur for proposed Water Supply Scheme under AMRUT 2.0 Scheme

Geo-Technical investigation, Detailed Design and drawing & Construction of Pile & Pile cap (Minimum Grade M25) for Over Head Reservoir (Intze type) of capacity 700 cum including supply of all materials as required with pile load test & integrity test as per specification & direction of EIC.

Construction & commissiong of Super structure of Elevated Over Head Reservoir (Intze type) of capacity 700 cum including pipe connection for head works along with other ancilliary works,site clearance etc. complete in all respect as per departmental drawing , specification & direction of EIC

Supply & Laying HDPE pipe (Materials grade PE-100, PN-6) /PVC-O (Class-500, C-1.4, PN-12.5)/ D.I (K7) 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 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.) (Details as per 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.

PVC-O Pipe Line: 200 mm dia.

PVC-O Pipe Line: 250 mm dia.

PVC-O Pipe Line: 315 mm dia.

PVC-O Pipe Line: 400 mm dia.

DI (K/7) Pipe Line: 100 mm 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.

DI (K/7) Pipe Line: 400 mm dia.

DI (K/7) Pipe Line: 450 mm dia.

UMWELT ENGINEER PVT. LTD. (BID ID -6797577)

GHOSH & BROTHERS DEVCON PRIVATE LIMITED (BID ID -6804192)

AEROSPATIAL SOLUTION PRIVATE LIMITED (BID ID -6804075)

M.C.GHOSH AND ASSOCIATES (BID ID -6792445)