Thalisain Nagar Panchayat pumping water supply scheme

Amount

Civil section :- Design, testing, bearing capacity of soiI, vetting and construction of R.C.C. Dry Intake well cum Pump House having 6.00 m internal Diameter and 19.00 m height (15.00 m height of steening of Intake well and 4.00m height of pump house) with R.C.C. approach bridge of 15.00 m length and 2.50 m width, also fitted with steel Trussed Ladder of 0.75 m width and 15.0 m height inside the well. The well should have 1.00 m wide balcony and projected roof all around at outer face with 1.20 m high G.I. pipe railing in 04 rows at @ 0.40 m c/c. The well should have proper arrangement of beam/girder to rest on floor and wall of pump house for lifting of pumps from well complete. The well should have all provision for Pumps Installation of required capacity in the bank of Eastern Nayar River nearby Sagodi Toke village including supply and cartage of all materials, labour, T&P etc. complete excluding protection works but Including internal & external electrification, water level indicator, earthing work, complete painting work with Apex on both inner and outer sides of well etc. complete.

Rate for variation in height of Intake well

For Increase in Height

For Decrease in Height

Rate for variation in length of Approach bridge of Intake well

For Increase in length

For Decrease in length

Design, testing, bearing capacity of soil, vetting and construction of water treatment works of 1.70 Mld capacity consisting of raw water inlet chamber, primary pre settling tank, chemical house, rapid mix vertical flow clariflocculator, secondary pre settling tank, rapid gravity filter with back wash arrangement based on latest technology in water treatment at MPS nearby Kainyur village & commissioning of filter plant complete, including supply and cartage of all materials, labour, T&P etc. complete, excluding protection works but including internal & external electrification, supply & fixing of all types of required valves, pumps, compressor, blower,earthing work, painting work with approved quality of Apex, railing work etc. complete.

Excavation of earth for pipe line trenches of rising main / gravity main and distribution system upto 1mtr required depth as per norms 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 lead up to 30 m including refilling, watering and ramming of excavated earth into the trenches and removal and disposal of surplus earth up to a distance of 60 m from the trenches including supply of all materials, labour, T&P etc. complete

Soil mixed with single boulder with bazri

Soft rocks

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of API Pipes confirming to API 5L / ISO: 3183 (X-65 grade), Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent quality of electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.

125mm dia and 4.80mm thick

80mm dia and 3.20mm thick

50mm dia and 3.90mm thick

Providing of all materials, Carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MS ERW Pipes grade Yst 210, conforming to IS: 1387- 1967, IS 1978 – 1982 & IS 816: 1969 by welding (by 20 KVA Generator) Jointing by electric welding process with proper grade of eletrodes suitable for jointing of water supply pipe lines (Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete.

125mm dia and 3.20mm thick

Supply & Fixing of following size of CI/DF Sluice valve CI (IS-210 FG 200) rising system S.V. with stainless steel (IS 6603 12 Cr 12) stem & Gun metal (IS-318 LTB2) part,body design as per IS-14846-2000PN 1.00 ends flanged including cartage of all materials up to site of works with all speciials & T&P complete required for proper completion of works.

Scour / Sluice valves (PN-1.6) as per I S 14846/2000

40mm dia

50mm dia

65mm dia

80mm dia

100mm dia

125mm dia

150mm dia

Providing & Fixing D.I. D/F Non Return Valves Confirming to IS: 14846-2000 (PN-1.6) in position including all material, labourer, T&P etc complete.

125mm dia

Supply of following size of Air Valve as per IS 14845: 2000 including cartage of materials.

For Clear Water Rising Main 25 mm dia high head screwed Air Valves As required.

For Clear Water Rising Main 50 mm dia high head Double type Kinetic Air Valves As required.

Supply of all materials, labour, T & P etc. and Construction of Sluice Valve / Reflux Valve / Scour Valve Chamber as per type design (Size :- 1.2 m x 1.2 m x 1 m)

Supply of all materials, labour, T & P etc and construction of Sluice Valve / Reflux Valve / Scour Valve Chamber up to 100 mm dia as per type design (Size :- 0.9 m x 0.9 m x 1.0 m)

Supply of all materials, labour, T & P etc and construction of Air Valve, Fire Hydrant & Water Meter Chamber as per type, design (Size :- 0.6 m x 0.6 m x 0.75 m)

Supply of all materials, labour, T & P etc. and Construction of Thrust Block as per type design complete with necessary reinforcement along the alignment of Raw water and Clear Water Rising Main including cartage of materials as following

0.60m X 0.60m X 0.60m

0.75m X 0.75m X 0.75m

1.00m X 1.00m X 1.00m

1.20m X 1.20m X 1.20m

1.50m X 1.50m X 1.50m

1.75m X 1.75m X 1.75m

Making 2 M wide Briddle path along wtih clear water rising main for cartage of materials such as Generator set,welding set ERW pipes to sites for laying etc for completion of work.

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

Supply of all materials, labours, T&P etc and construct R.C.C break pressure tank as per type design and size, as per direction of Engineer Incharge,including cartage of all mateials etc. complete.

Design, Drawing &Testing bearing capacity of soil, vetting and construction of R.C.C. (1:1.5:3) semi sunk Sump cum Clear Water Reservoir / Sump of following capacity in K.L. including supply of necessary scaffolding, shuttering and other accessories along with construction of valve chambers, fixing of inlet and outlet pipes, making bye pass arrangement & fixing of lightening conductor & M.S. Manhole, level indicator, supply and fixing of M.S. Steel Ladder outside and inside the tank and fixing of 3 rows railing around top dome as per approved design of R.C.C. tank in latest IS codes including colour washing with approved water proofing (apex) / enamal paint along with carting of all materials including supply of all materials, labour, T&P etc. complete.

Providing and fixing of M.S. Bucket type chlorinator of 25 liter capacity at top of al service reservoirs including supply of all materials, labour, T&P etc. complete for proper completion of work.

Providing of all materials, carting from site store to site of work, laying & jointing of G.I.(M) screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc.) in trenches with its cutting, threading and testing of pipe line etc complete.

G.I. Medium Quality

15mm dia

32mm dia

40mm dia

50mm dia

65mm dia

80mm dia

100mm dia

125mm dia

150mm dia

Woltex Woltman type Bulk water meter (upto 50 degree celcius tempreture) removable mechanism type, magnetically coupled having dry dial, hermetically sealed tantalizer including C.I.Strainer etc complete.

50mm dia

65mm dia

100mm dia

125mm dia

150mm dia

G.M. Gate Valve IS 778 Class - I

32 mm dia

40 mm dia

65 mm dia

P/F AMR Water Meter Class B Multijet as per IS 779-1994 or ISO 4064-2005 CE mark IP68 along with - (i) LORA based AMR Module of 5 Km range and with frequency band 865 MHz, maximum power upto 20.5 DBM. (ii) Non rechargeable Lithium Ion battery with 5 Battery life (Considering 1 reading / day) (including provision of water meter for existing connections also)

Domestic ARF water meters 15mm dia

SITC of Fixed Network Gateway with Omni Antennas for best connectivity to the water meter AMR 4G / LAN / Wi-Fi setup required for sending data to server range upto 5 Km, etc complete

SITC of Simple and User friendly AMR Software interface for viewing each water data for water consumption status, battery consumption status and meter working status etc complete.

Annual Cloud Server charges per water meter.

Supply of all materials, labour and T & P etc. and construction of Private Water Connection Providing and fixing brass bib cock of approved quality 15 mm nominal bore Providing jointing & fitting of Non Return Valve ( brass ) 15 mm dia Providing jointing & fitting of Ferrule Connection without 15 mm pipe.

Providing and fixing of Fire Hydrant Valve Confirming to IS: 5290 (Flanged)in position including all material, labourer, T&P etc complete.

Design, testing bearing capacity of soil, vetting & construction of Pump House as follows made up of Brick masonry with RCC roof at MPS and other appurtenant works as per approved design & drawing, including all arrangements for installation of pump sets, supply and fixing of of MS beam/girder for lifting of pumps sets, proper arrangements of electrification work at inner and outer side, & supply and cartage of all materials, labour, T&P etc. complete.

Pump House (Size 8.0 m x 6.00 m x 5.00 m)

Design, testing bearing capacity of soil, vetting & construction of Pump House as follows made up of Brick masonry with RCC roof at MPS and other appurtenant works as per approved design & drawing, including all arrangements for installation of pump sets, supply and fixing of of MS beam/girder for lifting of pumps sets, proper arrangements of electrification work at inner and outer side, & supply and cartage of all materials, labour, T&P etc. complete.

Type I (Plinth Area – 43.00 Sqm)

Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.50m in width or 10.0sqm in plan) including dressing of sides and ramming of bottoms, lift up to 1.50m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50m. Hard rock (blasting prohibited) for site developement.

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Cement Concrete with 40mm gauge stone ballast, coarse sand and cement in proportion 8:4:1 in foundation including cartage and supply of all materials,labours,T&P etc. complete for proper completion of work.

Cement concrete with 20mm gauge stone ballast,coarse sand and cement in proportion of 4:2:1 including cartage and supply of all materials,labours,T&P etc. required for proper completion of work.

R.R. Stone masonary with 1:6 cement and sand mortar including cartage and supply of all materials,labours,T&P etc. complete for proper completion of work.

R.R.Stone masonry laid in dry including cartage and supply of all materials,labours,T&P etc. required for proper completion of work.

Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per Clause 802, 803, 1202 & 1203 of MORD Specifictiondrawings and technical specifications.

Construction of Boundary wall made up of Brick masonary 1.5 m height height as per approved design & drawing at MPS and CWR campus including supply of all materials, labour, T&P etc. complete including cartage of materials.

Supply and fixing of M.S .Iron Gate 3.60m wide & 1.50m height as per approved design & drawing including supply of all materials, labour, T&P etc. complete including cartage of materials at MPS.

Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately.

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.

Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.

Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.

60 mm thick cement concrete paver block of M-35 grade with approved colour, design & pattern.

Works related to source augmentation

Construction of 4.00m vide B.F.G at source work of existing scheme for source augmentation including construction of intake chamber and supply of all materials,labour, T&P etc. complete

Construction of R.C.C. Intake chamber having (1.0mx1.0mx1.5m) size at tapping point for collection of water under existing scheme for source augmentation including supply of all materials,labour, T&P etc. complete.

Construction of R.C.C. roughening filter cum screening chamber nearby source work including supply of all materials,labour, T&P etc. complete.

Construction of R.C.C. Cross wall Gadhera tapping arrangement per running meter length excess over 4 meter gadhera including supply of all materials,labour, T&P etc. complete.

Works related to Rain Water Harvesting

Design, Drawing &Testing bearing capacity of soil, vetting and construction of R.C.C. (1:1.5:3) reservoir for colleting rain water of 7.50 KL capacity, including supply and fixing of necessary scaffolding, shuttering and other accessories such as valve, chlorinator, C.I. cowl, ladder, M.S. Manhole, level indicator etc. including colour washing with approved water proofing (apex) / enamal paint along with carting of all materials including supply of all materials, labour, T&P etc. complete.

Supply and fixing of Circular Precast Concrete Plate-form and C.C.drain (1 meter long) including making a block of size 0.76 x 0.76 x 0.40 in P.C.C. l :2:4 for hand pump as per type design including supply of all materials, labour T & P required for proper completion of work.

Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. (8 metre pipe at each location)

Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.

Single pushfit Coupler - 75 mm

Single tee with door - 75x75x75 mm

Bend 87.5° - 75 mm bend

Shoe (Plain) - 75 mm Shoe

Constructing masonry Chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for rain water harvetsing, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and 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 :

Works related to construction of approach road

Provision of 3.00 m wide Approach Road to connect Intake to Road head required for laying rising main and construction for structures i.e. WTP, Pump House & Intake Well.

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift up to 1.5 m and lead up to 50 m.

Providing, laying, spreading and compacting stone aggregates of specific sizes to WBM incl spreading in uniform thickness, rolling with static roller to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density. (By Manual Means Dry stone soling)

Base Coat-90-45mm

Inter Coat 25-45mm

Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Dry stone pitching / coolie walling laid in courses with hammer dressed stone including supply of hard stone for making required approach path at different places.

Expenditure on operation and maintenance of all civil work for a period of 12 months after completion of work including complete successful testing of all pipe line works (rising main, supply main & distribution system), supply of all required chemicals such as alum and liquid chlorine etc. during maintenance period of 12 months and all required trained man power for effective operation and maintenance of scheme complete.

Cost of O&M for 1st Year

Cost of O&M for 2nd Year

Cost of O&M for 3rd Year

Cost of O&M for 4th Year

Cost of O&M for 5th Year

E&M section :- Intake well- Raw water centrifugal pump1100 LPM discharge at 100 Mt. head, 1450 r.p.m.

Electric motor suitable to above pump

Base plate suitable to above pumps and motors.

Fully automatic VFD starter panel suitable for above motors.

50 mm² 3½ core Al Conductor Armoured XLPE insulated & Sheathed cable of 1.1 KV grade.

25 mm² 3 core, Copper conductor Submersible cable 1.1 KV grade.

Jointing materials such as lugs, tapes etc. as required.

Complete double loop earthing as per site requirement (as per IE rules.)

Main piping & valves as per site requirement

Pressure Gauges as per site requirement

Spare VFD for above motor suitable to fitted of control panel

Lifting tackle with traveller 3 Ton capacity with 20.00 mtr. lift chain for Intake well.

Tools as per site requirment

Rubber Insulation sheet 2.0m x 1.0 m x 2.5 mm thick. As per IS 15652:2006

Installation of dewatering pump set- 2 HP as per site requirment

160 Amp. 4 pole MCCB with MS fabricated frame for fixing the MCCB on wall.

Supply of Fire Extinguisher

Steel Table

Steel Chair

Installation and setting to work of entire equipment including pumps, motors, control panel cum starter and power wiring etc.

Commissioning of pumping plant at site.

Testing of pumps at works.

Testing of pumps at Site.

Painting on pipes and speciales.

MPS - Clear water centrifugal pump 1000 LPM discharge at 540 Mt. head, 2900 r.p.m.

Electric motor suitable to above pump

Base plate suitable to above pumps and motors.

Fully automatic VFD starter panel suitable for above motors.

400 mm² 3½ core Al Conductor Armoured XLPE insulated & Sheathed cable of 1.1 KV grade.

70 mm² 3 core, Cu Submersible cable 1.1 KV grade. (Multi run)

Jointing materials such as lugs, tapes etc. as required.

Complete double loop earthing as per site requirement (as per IE rules.)

Main Piping and Valves as per site requirement

Pressure Gauges as per site requirement

Tools as per site requirment

Spare VFD for suitable to fitted in side of control panel.

Steel Table

Steel Chair

Testing equipment such as digital verniar calipar/ Megger/ Screw guage etc necessary for checking various Material and equpment at site

Vehicle hiiring charges during 6 month maintenance as per site requirement

H.O.T crane 5 Tonne as per site requirement

Supply of rubber resistance sheet of size 1m x 2m x 2.5 mm as per IS 15652:2006

Supply of Fire Extinguisher

Installation,Testing and Commissioning of Pumping Plants as per site requirement

Testing of Pumping Plants against guaranteed figures of Schedule 'E' at Manufacturer works

Painting on pipes and speciales.

AUTOMATION- Providing, Installation and Commissioning of Powder Coated and CNC fabricated electric control panel for Automation System of 14 SWCG CRCA sheet thickness and which includes PLC (Programmable logic controller) As per site requirement.

Providing, Installation and Testing of Artificial Intelligence based software as per site requirement

Supply, Installation, Development, Testing, Configuration, and Commissioning of a Web-based SCADA System including server as per site requirement

SITC of Bullet Camera as per site requirement.

SITC of NETWORK VIDEO RECORDER (NVR) as per site requirement.

SITC of Flowmeter with Display device helps to continuously measure the discharge of water being generated.( make SBEM/Siemens/Krohne Marshal)

SITC of Pressure Transmitter device as per site requirement.

SITC of Ultrasonic Level Transmitter device as per site requirement.

SITC of Control Cabling of all equipment for SCADA Automation.

Running of pumping plant in Automation for 6 months including Sim & Data Charges.

Distribution Transformer- Intake well 100 KVA as per site requirement.

Distribution Transformer- M.P.S 500 KVA as per site requirement.

Cost of S.I.TC of H.T Panel 11 KV, 630 A for Intek Well & MPS as per site requirement.

Complete double loop earthing of all Transformer & HT Panels as per site requirement.

Supply, fixing and testing of HT cable for Raw water & MPS as per site requirement.

Cost of installation and testing of transformers of Raw water & MPS.

Cost of fencing of transformer, HT Panel etc.

Supply of XLPE,3 Core, 70 mm sq. H.T. alumuniam armoured cable as per site requirement.

Cost of Internal electrification of pump houses for Intake well & M.P.S as per site requirement.

Operation & Maintenance of pumping plants,IOT SCADA Based Automation including cost of Repair, Spare, oil and lubricants for running of scheme including Technical staff.

Cost of O&M for 1st Year

Cost of O&M for 2nd Year

Cost of O&M for 3rd Year

Cost of O&M for 4th Year

Cost of O&M for 5th Year

R K ENGINEERS SALES LTD (BID ID -405727)