Kapkot (Pumping) water supply scheme under Amrut 2.0 of District Bageshwar

Amount

Serveying , design (hydraulic & structural) and construction of RCC infiltration well cum pump house as per latest BIS codes of outer dia 7.50 Mtr and 13 mtr height of well steining , capable of delivering discharge not less than 1150 lpm, not additional payment for trial bore for taking out adiquate water from Infiltration well and total disolved solid not more than 500 mg/l including supply of all matarial, labour, T&P scaffolding , shuttering, mechinary etc required for completion of work complete as per conceptual drawing - 1- Highest Flood Level of river is 4.5 mtr above the minimum water level. 2- Plinth level of pump house is 1.50 mtr above the HFL 3 - Depth of infiltration well will be atleast 7.50 mtr below the ground level Work consist of as follows:- Hydraulic and structural design of infiltration well cum pump house and preparation of drawing. Diversioin of stream by any means to get working conditions at site. Execavation in any type of soil mix with shingle , boulder , etc or in any type of rock up to required depth as per design. Timbering of any type required for excavation upto desired depth. Dewatering of water required upto any extent to keep excavated pit dry for construction works. Lean concrete of grade 1:3:6 with 40 mm gauge stone ballast and local sand below raft foundation of well. RCC in raft foundation including reinforcement , shuttering etc as per design. RCC in well steining including reinforcement and shuttering as per design. RCC in Deckslab of well including 1.00 m wide balcony all arround including reinforcement, shuttering as per design, Spiral RCC / MS stair case of 75 cm width with suitable landing and GI pipe railing complete from deckslab to floor inside infiltration well deckslab will also have provision of opening for lowering of pumps and railing to the opening. RCC in 1.5 mtr wide approach Bridge(at plinth level of pump house , approximate length is 20 mtr, however it may vary at actual site condition for which no price adjustment will be applicable) to infiltration well including reinforcement and shuttering as per design. Construction of 9.2 mtr internal dia pump house of brick work with conical / slanting RCC roof with clear minimum height of 4.5 mtr on edge as per design including mild steel door frame with wooden shutter /MS "Z" section glazed and mosquito proof window/ vantilators with gaurd bar in required numbers for proper access and vantilation, plastering inside & outside ,external plaster may have some ornamental finish for aesthetic look, inside distempering, out side acrylic painting (apex or equivalant ), synthetic enamal painting on steel / wooden surface , waterproofing treatment and decorative tile work on roof, PCC flooring with 2mm PVC laminate flooring sheet etc complete. supply and filling of filter media of required grading in 1.5 mtr width all around the periphery of well steining below ground level including PVC membrane as seperator between different grade of filter media. Suppy and fix 80mm dia HDPE 6 kg/Sqcm pressure rating as weepholes in required number as per design. GI pipe railing supported on MS angle for approach path and balcony of pump house. Stone pitching of required thickness over filter media along periphery of infiltration well. All electrification works required for pump house building except special wiring required for pumping plants which will be carried out seperately. Supply and fixing of mild steel girder of required size in pump house for lowering / lifting of pump including moveable chain & polley system.

Add / deduct for price adjustment on account of variation of well steining height (if any) from 13 mtr. ( Rate only )

Provide all material and Construction of R.C.C. intake cum roughnning filter 1 m x 1 m x1 m. as per type design and drawing. Also supply and carting of all labour T&P etc complete.

Survey, design (The contractor has to survey the site, take levels with total station, measure the length of pipe with metalic tape on prescribed alignment and submit the design of rising main for checking the thickness of pipe before ordering for supply of pipe.On completion of this work, the laid length of pipe will be deemed eligible forsupply. The respective amount for quantity of surplus supply of pipes (which remained unlaid or unutilized) will be deducted from final bill and surplus quantity of pipes will be the property of contractor) supplying, carting, laying & jointing of Rising main of following size & thickness of M.S. ERW (YST 210) /API XL-56 Grade incuding other appurtenant works such as fixing of air valve, sluice valve, reflux valve at suitable points including making scouring arrangement at suitable locations by fixing tee & gate valve etc. complete and also testing & commissioning of laid pipeline including supply & carting of all materials, labour, T&P etc. complete.

M.S. ERW Pipe (YST 210) 125 mm dia., 4.8 mm thick

API XL-56 Grade Pipe 200 mm dia.,4.8 mm thick

Painting of MSERW/API Pipes with 2 coats of approved quality. (Anti-Corrosive paint over one coat of Primer).

Survey, design (The contractor has to survey the site, take levels with total station, measure the length of pipe with metalic tape on prescribed alignment and submit the design of pipe line for checking of pipe before ordering for supply of pipe.On completion of this work, the laid length of pipe will be deemed eligible for supply. supplying, carting, laying & jointing of Feeder / Supply Main/Distribution main of following size of G.I. (Medium /Heavy) pipe confirming to IS 1239 Part I : 2004 including provision of specials and other appurtenant works such as fixing of air valve, sluice valve etc. at suitable points including making scouring arrangement at suitable locations by fixing tee & gate valve etc. complete and also testing & commissioning of laid pipeline including supply & carting of all materials, labour, T&P etc. complete.

50 mm dia, G.I Medium class

65 mm dia, G.I Medium class

80 mm dia, G.I Medium class

100 mm dia, G.I Medium class

125 mm dia, G.I Medium class

150 mm dia, G.I Medium class

80 mm dia, G.I. (Heavy) Pipe

Excavation of earth for Pipe Line trenches of Clear Water Rising Main and Feeder / Supply Main / Distribution pipe line in following strata requiring the use of special T&P such as Pick Axes, Sabbals etc. or by blasting or by crow bars with a lift up to 1.5 m and including refilling, watering and ramming of excavated earth into the trenches including supply of all materials, labour, T&P etc.

In Soil mixed with boulder and bajri

In Medium Rock

Design, testing bearing capacity of soil (above 30kl) and construction of M 30 grade R.C.C. semi-sunk Sump / Clear Water Reservoir of following capacity including supply of necessary scaffolding, shuttering and other accessories alongwith supply and fixing of water level indigator lightening conductor (Electro magnetic), inlet and outlet pipes, making bye pass arrangement & M.S. Manhole Cover, supply and fixing of M.S. Steel Ladder outside and inside the tank and fixing of railing around top dome (above 75 KL) as per approved design of R.C.C. tank in latest IS codes including painting with plastic emulsion paint and also connection with the existing network alongwith carting of all materials including supply of all materials, labour, T&P etc. complete.

Supply and installation of Bucket Type Chlorinator of 25 L Capacity on the top of Service Reservoirs

Design & Construction of Pump House of following size made up of Brick masonry with R.C.C. flat / slope roof at pumping station including painting with delux multi surface paint and other appurtenant works including construction of foundation of pumps and cable trench from transformer to pump house including internal electrification complete as per approved design & drawing including supply & carting of all materials, labour, T&P etc. complete including cartage of materials

Pump House (Size 6 M x 5.0 M x 4.50 M)

Design, testing bearing capacity of soil and construction of Staff Quarter of Type I in Ground floor (Plinth Area – 43.00 Sqm) made up of Brick masonry with R.C.C. framed structure with extra provision for providing for stair case flat roof including painting with delux multi surface paint and other appurtenant works, construction of septic tank and soak pits as per approved design & drawing including supply & carting of all materials, labour, T&P etc. complete.

Construction of HT Pannel room 3.5 m X 3.0 m Brick masonry with R.C.C. framed structure flat / slopy roof including painting with delux multi surface paint and other appurtenant works at each pumping station site as per approved design & drawing including supply & carting of all materials, labour, T&P etc. complete including cartage of materials

Supply and fixing of following size of heavy duty Cast Steel Sluice / Scour / Reflux Valve confirming to API 600 for Clear Water Rising Main including cartage of materials

125 mm dia. Cast steel Sluice Valve, W.P. 15 Kg/cm2

125 mm dia. Cast steel Sluice Valve, W.P. 30 Kg/cm2

200 mm dia. Cast steel Sluice Valve, W.P. 15 Kg/cm2

200 mm dia. Cast steel Sluice Valve, W.P. 30 Kg/cm2

200 mm dia. Cast steel Sluice Valve, W.P. 50 Kg/cm2

125 mm dia. Cast steel Reflux / Swing Check Valve, W.P. 30 Kg/cm2

200 mm dia. Cast steel Reflux / Swing Check Valve, W.P. 30 Kg/cm2

200 mm dia. Cast steel Reflux / Swing Check Valve, W.P. 50 Kg/cm2

Supply, carting and fixing of following size of Air Valve confirming to API Standard including cartage of materials. For Clear Water Rising Main

50 mm dia. heavy duty Cast Steel Double Orifice type WP 30 kg/sqcm

80 mm dia. Cast steel Double Ball Air Valve Flanged type, W.P. 30 Kg/cm2

Supply and fixing of following size of Gate Valve / Sluce as per IS 778 : 1997 & IS 14846 : 2000 for Feeder Main / Supply Main including cartage of materials.

50 mm dia

65 mm dia

80 mm dia

100 mm dia Non Rising (P.N 1)

125 mm dia Non Rising (P.N 1)

150 mm dia Non Rising (P.N 1)

Supply and fixing of 20 mm dia Air Valve Single Screwed confirming to IS 778 Class -1 for gravity main & distribution pipe lines.

Construction of Sluice Valve / Reflux Valve / Scour Valve / Air valve Chamber of following size

Supply of all materials, labour, T & P etc. and Construction of Sluice Valve / Reflux Valve / Scour Valve Chamber as per type design complete (Size :- 1.50 m x 1.50 m x 1.50 m)

Supply, carting of all material & Constructing masonry Chamber of 90cm x 90 cm x100 cm (inside), in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Reflux Valve / Scour Valve / Air Valve Chamber RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Supply, carting of all material & Constructing masonry Chamber of Size 60cm x60 cm x75 cm (inside), in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for Sluice Valve / Reflux Valve / Scour Valve / Air Valve Chamber RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design.With common burnt clay F.P.S.(non modular) bricks of class designation 7.5

Supply & carting of all materials, labour, T & P etc and construction of RCC M 20 grade Break Pressure Tank (BPT )as per departmental type design .

Construction of Anchor Block in R.C.C. 1:1.5:3 with necessary reinforcement along the alignment of Clear Water Rising Main including supply of all materials, labour, T&P etc. complete as per type design as per direction of engineer incharge including cartage of materials. size of thrust block at spacing of 100 m each from pump to half length of top CWR

Size - 1.2m x 1.2m x 1.5m

Size - 1m x 1m x 1.2m

Size - 0.8m x 0.8m x 1.2m

Size - 0.6m x 0.6m x 1.0 m

Provide all materials, labour, T & P for Construction of half brick Boundary Wall 1.5 m high with 23cm x 23 cm brick masonry pillar every meter and 30 cm below ground level , with plaster in 1:4 cement and sand mortar all over and three or more coats of acrylic smooth exterior paint complete at Infiltration well, Pumping Stations & Top reservoirs.

Provide all materials, labour, T & P for Construction of M/S Iron Gate 05 nos.with M.S. work in heavy size such as build up gates doors and frames with two nos. 2- brick thick brick masonry Pillars 2.00 m high and 30 cm below ground level in 2 and brick masonry over 10 cm thick PCC 1:4:8 ( 1 cement, 4 sand and 8 stone aggregate). Pillars to plastered all over in 1:4 Cement and Sand mortar , complete with two or more coats of synthetic enamelled paint over a coat of steel primer on steel work and acrylic smooth exterior paint for pillars. (Area will be excluding pillars)

Supply, carting of all material & construction of Barbed Wire Fencing through angle iron posts of size 50x50x6mm and height of post 1.8m weight of wire not less than 9.38 kg per 100m and spacing of row 20 cm c/c barbed wire shall be cross diagonaly of post around the water works site on the top of Boundary Wall.

Construction of RCC cross wall in M-25 at source (1:1.5:3) site intake including necessory shuttring, all materials , labour T & P requred for proper movements of vehicles etc complete as per departmental type design.

Supply of all materials and construct 150 mm S.C. drain including supply of all labour T&P etc complete (Drainage work near pump house staff qurter etc

Constructing man hole Chamber Inside size 120 cmX 90 cm X 90 cm including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5, including supply, carting of all material, labour T& P. etc complete.

Dismantling of following dia G.I pipe including taken out from pipe line trenches and staking properly at site store including cartage of all dismentaled pipe & scpecials as per direction of site incharge.

25 mm dia.

32 mm dia.

40 mm dia.

50 mm dia.

65 mm dia.

80 mm dia.

Supply & Fixing of Ultrasonic Water Flow Meter for Bulk pipe lines inline type, flange end with integral mounted,flow rate & totaliser display ,Battery operated (with five year battery life) Communication: UART/RS485, suitable against antifraud attempts etc.including all necessary fittings complete.

65 mm dia

125 mm dia

200 mm dia

Supply & Fixing of Horizontal Inferential MultiJet (more then 5 jets) Type AMR/AMI Water Meters with AMR Walkby/Drive By facility, having Brass/ Bronze body material, having certification compliance with IS-779 1994 or ISO 4064: 2005 with valid CE mark mentioning notified body number. Company should have MlD (Module D & Module B) certification and ISO 27001 & ISO 17025 certification from a recognized International laboratory and having copper can with 5 mm thickness mineral glass for anti-tamper and IP 68 protection class, suitable against antifraud attempts, Thread End process connection. The meter shall have facility communicate and store hourly/daily water consumption and shall also be able to report device-based alarms on the cloud-based meter data management software. OEM must have Local R&D centre in India along with5 years Standard Warranty.

15 mm dia

Supply & installation of Cloud (SaaS) based Integrated web based meter data management system & unified dashboard with following minimum system requirement upto metered end point. a. Meter Data Collection on secured MQTT protocols for Radio Frequency or any third party fixed network. b. Meter Reading and Route Management facility c. Display Water balance of each water supply zone/DMAs individually or complete region.

Softwaer Charges

Hand held device

Annual charges for support and data management

Polypropylene Water Meter Box-Black of size (293 mm X 242 mm X 175 mm)

House Service Connection with the M.S./ Galvanised mains fixing ferrul, washer etc i ncluding supply of pipes 15 mm dia (G.I. medium), specials, ferrul, washer and required fittings including Cartage jointing them into trenches, laying true to alignment and gradient, laying and jointing of pipe line including cutting and threading of pipe for making up lengths as required for proper completion of work. (50mm to 80 mm supply main)

Supply, carting and fixing of Fire hydrant as per IS : 5290 (Flanged) in position including all material labout T&P complete.

Dismantling of Bituminous road, BM / SDBC road pavement at different places for laying different sizes of pipes, stacking the serviceable materials and disposal of waste materials upto a distance of 50 m including supply of materials, labour, T&P etc. complete.

Dismantling of cement concrete road pavement for laying different sizes of pipes, stacking the serviceable materials and disposal of waste materials upto a distance of 50 m including supply of materials, labour, T&P etc. complete.CC Road.

Cement Concrete (PCC M-30) Pavement:- Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M 30, coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications

Protection work

Excavation in All kind of soil for foundation of protection works requiring the use of special T&P such as Pick Axes, Sabbals etc. or by blasting or by crow bars with a lift up to 1.5 m and lead upto 30 m including refilling, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth upto a distance of 60 m including supply of all materials, labour, T&P etc. complete including cartage of materials

Cement concrete with 20 mm gauge stone ballast, local sand and cement in proportion of 4:2:1 in foundation including supply, carting of all materials, labour, T & P etc. complete

Random Rubble Stone Masonry in 1:6 cement and sand mortar for protection works including supply & carting of all materials, labour, T&P etc. complete.

Construction of Random Coursed rubble Stone Masonry in protection pillars in 1:4 cement and sand mortar including supply & carting of all materials, labour, T&P etc. complete.

Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) with a 8 gauge BWG GI wire

Random Rubble Stone Masonry laid dry for protection works including supply & carting of all materials, labour, T&P etc. complete.

Source sustainability work

Construction of Check dam (8 m X 0.75m X1.25 m with Random Rubble Stone Masonry in 1:6 cement and sand mortar including supply & carting of all materials, labour, T&P etc. complete. as per direction of Engineer-in- charge. in the catchment of sources.

Construction of Random Rubble Stone Masonry dry Check dam of size 4.00X0.60X1.10 including supply & carting of all materials, labour, T&P etc. as per direction of Engineer-in- charge.

Construction of Random Rubble Stone Masonry dry Check dam of size 6.00x0.75x1.10 including supply & carting of all materials, labour, T&P etc. as per direction of Engineer-in- charge.

Construction of wire crates check dams 3.00x1.50x1.50 in size with GI wire conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) with a 8 gauge BWG GI wire including supply & carting of all material T&P. etc complete.

Construction of Chal khal 3.0 mx2.0m x2.0m in size in the catchment of sources including of all required material T&P. etc complete.

Making Contour trenches 3.0 mx0.3mx0.30 m in size in the catchment of sources including of all required material T&P. etc complete.

Operation & Maintenance of all completed work /whole scheme (Civil work) for a period of 5 Years with maintenening all types of records related to the water supply scheme, rectification of defective work during the maintenance period, as per per direction of Engineer in-charge.

Pumping Plant for Stage-I (Intake Well) Submersible V.T. raw water Pump Set (940 LPM, 210 M Head)

Vertical Hollow shaft Motor

Starter

315 Amps Main Switch

Control Panel

Power Wiring & Earthing Material

Main Piping & Valves

Gauges

Chain Pulley Block (2 Tonne capacity)

STAGE-II (MPS): Centrifugal Pump (390 LPM, 80 M Head)

Electric Motor

Base Plate

100 Amps Main Switch

Fully Auotomatic Auto Transformer Starter

Control Panel

Power Wiring & Earthing Material

Main Piping & Valves

Gauges

Chain Pulley Block (1.5 Tonne capacity)

Tools for all stages

Rubber Resistance Sheet (1×2×0.025 M)

Transformer Oil (1 Drum=209 Ltrs)

Servo Voltage Stabilizer

for I/W-250 KVA

for MPS-63 KVA

Installation & commissioning of Pumping Plants & related acceessories for all stages.

Testing (all stages) : At Works

At Site

Painting (all stages)

Carting for all stages

Maintenance (Five years) (all stages)

S.I.T.C. of Transformer

(i) Stage-I (I/W) :- (160 KVA)-2 Nos.

S.I.T.C. of H.T. Panel

Stage-I-1 No.

Automation Works at Stage-I (I/W)

GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS and also compartable to satellite communication for Four Pump's (RTUs shells be integrated with the starter Panel)

GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.

Energy meters suitable for automation

Valve autuators for 150 mm dia capable for Class 300 ASA CID/F Valve.

Actuator Panels

Hard wired timer circuit for actuators

Level transmitter

Isolation Transformer (440 V step down 220 V for protection of site automation)

Over voltage & under voltage trip protection (350V-450V)

Control cable between RTU and field instruments/ control panel

(i)- Single cabling between RTU and field instruments, 2 Core x 1.5 PVC coated flexible screened cable

(ii)- 4 Core x 2.5 sq mm Cu Power cable for valve actuator

(iii)- 10C x 1.5 sq mm PVC coated flexible unscreened Cu cable

(iv)- Conduct Pipe 1" PVC

(v)- Conduct Pipe 1.5" PVC

Accessories like conduct pipe flexible pipes, PVC bend, AC & DC relays with base, lugs etc.

Total of Supply Item( 1 To 12)

Erection, Commissioning and Customization of IRTU and Software at site

Erection, Commissioning and Customization of Actuator, Actuator Penel and Energy Meter at site.

Automation Works at Stage-II (MPS)

GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS and also compartable to satellite communication for Four Pump's (RTUs shells be integrated with the starter Panel)

GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories.

Energy meters suitable for automation

Valve autuators for 150 mm dia capable for Class 150 ASA CID/F Valve.

Actuator Panels

Hard wired timer circuit for actuators

Level transmitter

Isolation Transformer (440 V step down 220 V for protection of site automation)

Over voltage & under voltage trip protection (350V-450V)

Control cable between RTU and field instruments/ control panel

(i)- Single cabling between RTU and field instruments, 2 Core x 1.5 PVC coated flexible screened cable

(ii)- 4 Core x 2.5 sq mm Cu Power cable for valve actuator

(iii)- 10C x 1.5 sq mm PVC coated flexible unscreened Cu cable

(iv)- Conduct Pipe 1" PVC

(v)- Conduct Pipe 1.5" PVC

Accessories like conduct pipe flexible pipes, PVC bend, AC & DC relays with base, lugs etc.

Erection, Commissioning and Customization of IRTU and Software at site

Erection, Commissioning and Customization of Actuator, Actuator Penel and Energy Meter at site.

SITC of 150 mm dia electro magnetic flow meter (with remote reading online) including software & hardware for remote reading online for I/Well

SITC of 80 mm dia electro magnetic flow meter (with remote reading online) including software & hardware for remote reading online for MPS.