Implementation of augmentation and strengthening of water supply scheme within Taki Municipality under AMRUT 2.0 ...trial run and O and M for 5 Years.

Amount

Geo-Technical investigation, Design & drawing & Construction of Clear Water Reservoir of capacity 900 cum with 100 sqm Pump House & 200 Sqm Sub Station Building including all Electro-Mechanical work & Chlorine Room cum Annex Room (8.125m X 4.55m) & 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. (Details as per scope of work mentioned in eNIT.)

Geo-Technical investigation, Design & drawing (Sub-structure part) & 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, Guard Room with sanitary arrangement, Land Development, Approach Road, Boundary Wall with Gate & Masonry drain, Internal Pathway, 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-1 in Taki Municipality. (Details as per scope of work mentioned in eNIT.)

Geo-Technical investigation, Detailed Design and drawing & Construction of Pile foundation (Minimum Grade M25 including cost of reinforcement works as per approved drawing) & direction of EIC including construction of Pile cap & Performing Vertical load test on single Pile (1 no) in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the Testing load up to 100 T, .

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 600 cum of staging height 20 meter with pile foundation including pipe connection for head works, Guard Room with sanitary arrangement, Land Development, Boundary Wall with Gate & Masonry drain, Internal Pathway, 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-2 in Taki Municipality

Geo-Technical investigation, Detailed Design and drawing & Construction of Pile foundation (Minimum Grade M25 including cost of reinforcement works as per approved drawing) & direction of EIC including construction of Pile cap & Performing Vertical load test on single Pile (1 no) in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the Testing load up to 100 T, .

Construction & commissiong of Super structure of OHR along with other ancilliary works ;Guard Room with sanitary arrangement,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 650 cum of staging height 20 meter with pile foundation including pipe connection for head works, Guard Room with sanitary arrangement, Land Development, Boundary Wall with Gate & Masonry drain, Internal Pathway, 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-3 in Taki Municipality.(Details as per scope of work mentioned in eNIT.)

Geo-Technical investigation, Detailed Design and drawing & Construction of Pile foundation (Minimum Grade M25 including cost of reinforcement works as per approved drawing) & direction of EIC including construction of Pile cap & Performing Vertical load test on single Pile (1 no) in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the Testing load up to 100 T, .

Construction & commissiong of Super structure of OHR along with other ancilliary works ;Guard Room with sanitary arrangement ,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 750 cum of staging height 20 meter with pile foundation including pipe connection for head works, Guard Room with sanitary arrangement, Land Development, Approach Road, Boundary Wall with Gate & Masonry drain, Internal Pathway, 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-4 in Taki Municipality.(Details as per scope of work mentioned in eNIT.)

Geo-Technical investigation, Detailed Design and drawing & Construction of Pile foundation (Minimum Grade M25 including cost of reinforcement works as per approved drawing) & direction of EIC.

Construction & commissiong of Super structure of OHR including construction of Pile cap & Performing Vertical load test on single Pile (1 no) in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the Testing load up to 100 T, 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 700 cum of staging height 20 meter with pile foundation including pipe connection for head works, Guard Room with sanitary arrangement, Land Development, Boundary Wall with Gate & Masonry drain, Internal Pathway, 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-5 in Taki Municipality.(Details as per scope of work mentioned in eNIT.)

Geo-Technical investigation, Detailed Design and drawing & Construction of Pile foundation (Minimum Grade M25 including cost of reinforcement works as per approved drawing) & direction of EIC including construction of Pile cap & Performing Vertical load test on single Pile (1 no) in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the Testing load up to 100 T, .

Construction & commissiong of Super structure of OHR along with other ancilliary works ;Guard Room with sanitary arrangement ,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

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. (As detailed in the Scope of Work of eNIT)

150 mm dia ( DI-K9)

200 mm dia ( DI-K9)

250 mm dia ( DI-K9)

350 mm dia ( DI-K9)

450 mm dia ( DI-K9)

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) (For Zone1,2,3,4 &5)

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: 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.

Cast iron double flanged manually operated sluice valves generally conforming to IS 14846 : 2000, having four faces and spindle nut of gunmetal. inside screw non- rising type quality gunmetal /AISI 410 spindle: seat tested to 10kg/CM² and body tested to 15kg/CM², flanges flat faced and drilled to 1.S.: 1538 : 1993. Painted black all over with asphalt base paint. Valves tested by closed end method. (In Distribution & Rising Main pipe Line)

100mm dia

150mm dia

200 mm dia

250mm dia

300mm dia

350mm dia

450mm dia

Double flanged double eccentric design manually operated cast iron butterfly valve having body disc,and end cover in graded cast iron to IS: 210,syntheticrubber facering secured on disc by a SS/AISI304 retaining ring with stainless steel screws the rubbering sitting on acorresponding integral monel 60seat in body stub shaft of AISI 431 riding in TEFLON lined bearing, valves suitable for maximum working pressure of 10/16kg/cm² and body tested 15/24 kg/cm². Flanges drilled to I.S 1538 TABLE 4 & 6

300mm dia

350mm dia

450mm dia

Cast iron kinetic double orifice type air release valve having small orifice elasticball resting on gunmeta lorifice nipple large orifice vulcaniteball seating on moduled seat ring, valve with built-in-Kinetic features, isolating sluice valve mounted in horizontal position and operated by ametre wheel gearing:inlet faced and drilled to IS1538Table4&6.valve suitable for maximum working pressure of 10 kg/CM2 (In Distribution & Rising Main pipe Line)

Air Release Valve 80 mm dia.

Air Release Valve 100 mm dia.

Wash Out Valve 150mm Dia

Washout Valve 200 mm dia.

Construction of different dia Sluice valve /Air valve /Washout chamber in different sizes for village road where light traffic run and for main road where heavy traffic run as deptt.approved drawing with 25cm thick brick work (1:6) over cement concrete (4:2:1) over a single B/F soling over150mm.thick sand filling in foundation including earth work in excavation and disposal of excess earth from work site with RCC (1:1.5:3) cover slab 100mm / 150mm thick slab on top of chamber with 1% reinforcement in RCC cover slab with necessary opening for operation of valve all complete including cost of labour & materials as per Departmental Dwg. [Reinforcement type:- Other manufactuerers not specified] (In Distribution & Rising Main pipe Line)

80 mm to 150 mm dia pipe

200mm dia

250mm to 350mm dia

400mm dia to 450mm dia

Flow measurement Instrument

Supply and Installation of Woltman Type, dry dial, inferential type, Magnetically coupled, Class B‟accuracy water meters in any position with interchangeable mechanism Conforming to ISO 4064: 1993 standard with EEC certification mark, with IP68 protection class copper can register with 5 mm tempered mineral glass cover, AMR compatibility with 5 years warranty complete and successful accuracy test certificate from FCRI, Palakkad with C.I. Body “T‟ Type structure & Dirt Box with S.S. Strainer as per specification

150mm dia

200mm dia

300mm dia

400mm dia

Operation & Maintenance Cost

CWR with Pump House & Sub-Station : With 3 (three) months trial run and necessary training of maintenance staff & thereafter (subsequently) 5 (five) years operation and maintenance with guarding arrangement (As detailed in the Scope of Work of eNIT)

M/S GHOSH AND CO. (BID ID -5762604)

CONCORD ENGINEERING (BID ID -5744184)

M.C.GHOSH AND ASSOCIATES (BID ID -5770341)