Laying of Distribution system, Rising Main, Const. of Pump house including new and Shifted water connection and Const. of 02 Nos. Tw with complete pumping plant, Automatic chlorination system and SCADA automation of new tw in ward 8 Lisadi NN Meerut

Bituminous Road

Cement Concrete Road

Interlocking C.C. Tile Road

Excavation of earth in ordinary soil (loam, clay or sand) to give upto 1 mt. Cover from top of the pipe including lift upto 1.5mt. and lead from centre of trenches and refilling of earth in 20 cm. layers with watering and ramming etc. complete in all respect.

Supply of following pipes including cost of pipes, FOR destination, all taxes duties and insurance charges, cost of jointing materials, loading unloading, third party inspection charges, packing and forwarding charges, road transportation charges etc complete.

200 mm dia D.I. K-9 Pipe (conforming to IS : 8329)or latest amenment

Carting, laying & jointing following type of pipes and lowering the same into already prepared trenches and laying true to alignment and gradient, including all labour, T&P, supply & fixing of all D.I./ CI specials conforming to latest / relevant IS specification as per requirement of site, loading and unloading, shifting of public utilities if any, also includes sectional pressure testing of pipe line etc. all complete as per direction of Engineer in charge.

200 mm dia D.I. K-9 Pipe

Supply, Carting to site of work, lowering, fixing and jointing of following sizes of fittings in trenches including FOR destinstion, all taxes and insurance, cost of fittings, all jointing materials, such as rubber packing, nut bolts any type of D.I. specials etc. complete work as per direction of Engineer in charge.

200 mm C.I. D/F Sluice Valve IS 780-1969

RCC thrust block in RCC 3:1.5:1 (3 parts stone grit 10 to 20 mm, 1.5 parts coarse sand and 1 part of cement) including cost of material, all labour T&P etc. complete work.

MS steel of iron work in plain work such as R.C.C. work (when not included in overall rates) brought to required shape as necessary including bending for proper completion of the work including supply of steel and wastage.

Supply of all materials and construction of following chambers as per type design of U.P. Jal Nigam including supply of labour, materials, T&P etc. complete.

Sluice Valve Chambers (Masonry Type)

Reinstatement of following type of roads including supply of all materials, labour, T&P etc.required for proper compiition of work as per specifications

Bituminous Road which includes Laying of Bituminous road providing grannular sub base, WBM, Dense bituminous macadam and bituminous concrete course in desired thickness along with primer, tack coat and seal coat (Thick ness may be taken according to PWD specification of the respective roads and as per unit estimate) and proper compaction including all material, labour, T&P etc. complete.

Cement Concrete Road which includes Laying C C road slab 100mm thick in 1:2:4 cement, coarse sand and 20 mm stone ballast including supply of all labour, material, T&P etc. complete as per direction of engineer in charge.

P.C.C. (1:4:8) in base concrete 75 mm thick in cement, course sand and 40 mm th. Stone ballast including supply of all labour, material, T&P etc. complete as per direction of engineer in charge.

C.C.Tiles Road which includes Laying of 80mm thick C.C soling including dressing surface and including supply of tile, filling of jointing with local sand spreading and blinding coat of 10 mm to 25 mm deep of local sand over the entire surface and including all labour T&P etc. required for proper completion of work with 10 cm thick base P.C.C. 1:6:12 in cement course sand and 40 mm th. Stone ballast.

DISTRIBUTION SYSTEM

Dismantling of following type of road surface for laying of pipe line including sorting out of serviceable and unserviceable materials proper stacking of serviceable materials at suitable place and disposal of unserviceable materials at suitable place.

Bituminous Road

Cement Concrete Road

Interlocking C.C. Tile Road

Excavation of earth in ordinary soil (loam, clay or sand) to give 1 mt. Cover from top of the pipe including lift upto 1.5 mt. and lead from centre of trenches and refilling of earth in 20 cm. layers with watering and raimming etc. complete in all respect.

Supply of following pipes including cost of pipes, FOR destination, all taxes duties and insurance charges, cost of jointing materials, loading unloading, third party inspection charges, packing and forwarding charges, road transportation charges etc complete.

D.I. Pipe K-7 conforming to IS 8329 / 2000 or its latest amendment

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

HDPE Pipe PN 6 : class PE 100 as per B.I.S. code no. 4984 / 2016 or its latest amendment

110 mm dia

140 mm dia

160 mm dia

180 mm dia

Carting, laying & jointing following type of pipes and lowering the same into already prepared trenches and laying true to alignment and gradient, including all labour, T&P, supply & fixing of all HDPE / D.I./ CI specials conforming to latest / relevant IS specification as per requirement of site, loading and unloading, shifting of public utilities if any, also includes sectional pressure testing of pipe line etc. all complete as per direction of Engineer in charge.

D.I. Pipe K-7 conforming to IS 8329 / 2000 or its latest amendment

200 mm dia

250 mm dia

300 mm dia

350 mm dia

400 mm dia

HDPE Pipe PN 6 : class PE 100 as per B.I.S. code no. 4984 / 2016 or its latest amendment

110 mm dia

140 mm dia

160 mm dia

180 mm dia

Supply, Carting to site of work, lowering, fixing and jointing of following sizes of fittings of Class-I as per IS IS: 14846: 2000 PN 1.0/ PN 1.6 suitable for a working pressure of 10 Kg /Sq.Cm. in trenches including FOR destinstion, all taxes and insurance, cost of fittings, all jointing materials, such as rubber packing, nut bolts any type of HDPE/D.I. specials etc. complete work as per direction of Engineer in charge.

C.I. D/F Sluice Valve

400mm Dia

350mm Dia

300mm Dia

250mm Dia

200mm Dia

150mm Dia

100mm Dia

Scour Valve

80mm Dia

Supply, Carting to site of work, lowering, fixing and jointing of underground sluice valves type fire hydrant consisting of 80 mm dia tail pieces, 80 mm dia duck foot band and 63 mm dia standard make iron coupling with cap and chain etc. complete to ISS 909 in trenches including FOR destinstion, all taxes and insurance, cost of fittings, all jointing materials, such as rubber packing, nut bolts any type of HDPE/D.I. specials etc. complete work as per direction of Engineer in charge.

Supply, Carting to site of work, lowering, fixing and jointing of 50 mm dia screwed down type air valve with gun metal seat in trenches including FOR destinstion, all taxes and insurance, cost of fittings, all jointing materials, such as rubber packing, nut bolts any type of HDPE/D.I. specials etc. complete work as per direction of Engineer in charge.

Supply of all materials and construction of following chambers as per type design of U.P. Jal Nigam including supply of all labour, material, T&P etc. complete.

Sluice Valve Chambers (Surface Box Type)

Sluice Valve Chambers (MasonaryType)

Fire Hydrant Chambers

Air Valve Chambers

Supply of all labour, materials, T&P etc. all complete and inter - connecting existing system with the proposed distribution network at various points including all labour T&P etc. required for proper completion of work

Supply of all labour, materials, T&P etc. all complete and disconnecting existing system to segregate zonal distribution network at various points including all labour T&P etc. required for proper completion of work

Crossings of culvert including sifting of utilities along the alignment of pipeline including supply of CI. tyton pipe and specials labour , T&P etc. complete.

Crossing of Nala small (up to 1.5 m wide) by making hole below its bed without obstructing the flow of water and also including the repair of any damages done during this work including suppyling and laying of C.I. Pipe etc. complete as per direction of engineer in charge.

Crossing of Nala small (up to 1.5 m to 3.0m wide) by making hole below its bed without obstructing the flow of water and also including the repair of any damages done during this work including suppyling and laying of C.I. Pipe etc. complete as per direction of engineer in charge.

Reinstatement of following type of roads including supply of all materials, labour, T&P etc.required for proper compiition of work as per specifications

Bituminous Road which includes Laying of Bituminous road providing grannular sub base, WBM, Dense bituminous macadam and bituminous concrete course in desired thickness along with primer, tack coat and seal coat (Thick ness may be taken according to PWD specification of the respective roads and as per unit estimate) and proper compaction including all material, labour, T&P etc. complete.

Cement Concrete Road which includes Laying C C road slab 100mm thick in 1:2:4 cement, coarse sand and 20 mm stone ballast including supply of all labour, material, T&P etc. complete as per direction of engineer in charge.

P.C.C. (1:4:8) in base concrete 75 mm thick in cement, course sand and 40 mm th. Stone ballast including supply of all labour, material, T&P etc. complete as per direction of engineer in charge.

C.C.Tiles Road which includes Laying of 80mm thick C.C soling including dressing surface and including supply of tile, filling of jointing with local sand spreading and blinding coat of 10 mm to 25 mm deep of local sand over the entire surface and including all labour T&P etc. required for proper completion of work with 10 cm thick base P.C.C. 1:6:12 in cement course sand and 40 mm th. Stone ballast.

Water House Connection

Supply of all material like HDPE pipe 20mm (OD), GI pipe 15 mm dia, clamp with saddle, all specials, brass ferrule, bibcock as per relevent IS specification for making house connection with distribution main including dismantling of road, supply, carting of specials, lowering them into trenches, fixing them in proper alignment and jointing including bailing out of water, necessary excavation for connection including all labour, T&P etc. required for proper completion of the work.

90 mm to 110mm dia HDPE Pipe

125 mm to 160 mm dia HDPE Pipe

180 mm to 250 mm dia HDPE / DI K-7 Pipes

250 mm to 300 mm DI K-7 Pipes

350 mm to 500 mm DI K-7 Pipes

Supply of all material like HDPE pipe 20mm (OD), GI pipe 15 mm dia, clamp with saddle, all specials, brass ferrule, bibcock as per relevent IS specification for Shifting of water house hold connections including dismantling of road, supply, carting of specials, lowering them into trenches, fixing them in proper alignment and jointing including bailing out of water, necessary excavation for connection including all labour, T&P etc. required for proper completion of the work.

90 mm to 110mm dia HDPE Pipe

125 mm to 160 mm dia HDPE Pipe

180 mm to 250 mm dia HDPE / DI K-7 Pipes

250 mm to 300 mm DI K-7 Pipes

350 mm to 500 mm DI K-7 Pipes

Dismantling of following type of road surface for laying of pipe line including sorting out of serviceable and unserviceable materials proper stacking of serviceable materials at suitable place and disposal of unserviceable materials at suitable place.

Bituminous Road

Cement Concrete Road

Interlocking C.C. Tile Road

Reinstatement of following type of roads including supply of all materials, labour, T&P etc.required for proper compiition of work as per specifications

Bituminous Road which includes Laying of Bituminous road providing grannular sub base, WBM, Dense bituminous macadam and bituminous concrete course in desired thickness along with primer, tack coat and seal coat (Thick ness may be taken according to PWD specification of the respective roads and as per unit estimate) and proper compaction including all material, labour, T&P etc. complete.

Cement Concrete Road which includes Laying C C road slab 100mm thick in 1:2:4 cement, coarse sand and 20 mm stone ballast including supply of all labour, material, T&P etc. complete as per direction of engineer in charge.

P.C.C. (1:4:8) in base concrete 75 mm thick in cement, course sand and 40 mm th. Stone ballast including supply of all labour, material, T&P etc. complete as per direction of engineer in charge.

C.C.Tiles Road which includes Laying of 80mm thick C.C soling including dressing surface and including supply of tile, filling of jointing with local sand spreading and blinding coat of 10 mm to 25 mm deep of local sand over the entire surface and including all labour T&P etc. required for proper completion of work with 10 cm thick base P.C.C. 1:6:12 in cement course sand and 40 mm th. Stone ballast.

BUILDING WORK

Excavation in foundation in ordinary soil (loam,clay or sand) including lift up to 1.50 m & lead up to 50 m,refilling,watering and ramming of evcavated earth into the trenches or space betwwen the building and sides of foundation trenches or into the plinth and disposal of surplus earth anydistance inside gram panchayat boundary as per site engineer instructions.

Concrete with 40 mm gauge brick ballast,local sand and cement in proportion in 8:4:1 in foundation including supply of all material,labour T & P etc. required for proper completion of work.

Ist. Class brick work in 1:6 cement and local sand mortar in foundation and plinth including supply of all material,labour T & P etc. required for proper completion of work.

Ist. Class brick work in 1:6 cement and coarse sand mortar in super structure including supply of all material,labour T & P etc. required for proper completion of work.

Supply and fixing of M.S. Angle iron chaukhat of 40mmx40mmX5mm size with 14 gauge MS Sheet panel in Doors & Windows (with Grill) in simple moulding straight work including supply of all material, labour, T&P etc. Required for proper completion of the work.(SOR:1151)

Fixing of hold fast of door and windows choukhats already moulded on choukhats in PCC 1:2:4 etc. required in all respect to complete of work.

R.C.C. with cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 in Lintels of Doors & Windows excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering and shuttering supply of all materials, labour,T&P etc required for proper compltion of work.(SOR:1019)

R.C.C. Work cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 in plinth beam excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work.(SOR:1021)

R.C.C. Work cement,coarse sand and 20 mm gauge approved stone ballast in proper ratio of 1:1.5:3 in Slab and sunshade excluding supply of reinforcement and it bending but including its fixing and binding the same with 0.5 mm thick binding wire (to be supply by the contractor) centering nd shuttering supply of all materials, labour,T&P etc required for proper compltion of work.(SOR:1020)

Mild steel or Iron work in plain work such as R.C.C. Work wrought to required shape as necessary including its bending and supply of steel,wastage, over lapping and hooks etc complete required for proper completion of work.(SOR:1151) (1.5% of Total RCC Work item 7+8+9)

12 mm thick plaster with cement and coarse sand mortar 1:6 over brick work minimum thickness not to be less than 10 mm including supply of all material,labour T & P etc. required for proper completion of work.

12 mm thick plaster with cement and coarse sand mortar 1:3 over ceiling including supply of all material,labour T & P etc. required for proper completion of work.

25 mm thick 1:2:4 cement concrete floor with cement coarse sand and 20 mm gauge stone ballast laid in pannels finished with 3 mm floating coat of neat cement or cement and marble dust in ratio 1:5 as specified and removing any overlaping or mortar at the joints of panels if any and giving them uniform finish over 80 mm thick PCC 1:4:8 base concrete including supply of all material,labour T & P etc. required for proper completion of work.

Painting or varnishing new work or new wood work in small areas with one priming coat and two coat of approved quality paint or varnish including supply of all material,labour T & P etc. required for proper completion of work.

White washing three coat including supply of all material,labour T & P etc. required for proper completion of work.

Finishing walls with water proof cement paint of approved make (Apex painting) and quality on new work with two coats to give an even shade including supply of all material,labour T & P etc. required for proper completion of work.

Supply and fixing of Girder (ISMB) of 250 mmx125 mm size over the pump house including its painting with approved quality paint and also one priming coat.

Sand filling in plinth staff quarter pump house and chloronating room including supply of all material,labour T & P etc. required for proper completion of work.

Supply and lay 4 cm thick insulation layer of sand and clay over R.C.C. roof including supply of all material,labour T & P etc. required for proper completion of work.

Mud Faska on R. B. or R.C.C. Roof with 100 mm thick clay layer on roof and laying of tiles and jointing them with cement and sand mortar including supply of all material,labour T&P etc. complete.

Supply & Fix 110 mm dia P.V.C. down pipes complete with rose & bend and gratings with M.S. clamps 25 X 3 mm fixed on walls & supply of 150 mm long, 6 mm dia nails complete.

Construction of R.C.C. manhole cover 70x70x10 cm for opening in roof slab and fixing it at opening including supply of all material,labour T&P etc. complete.

Supply and fixing of 200 mm dia 6kgf HDPE pipe.

E&M WORKS

Transportation, Erection, Dismantling of Rig Machine and its T&P

Transportation, Erection, Dismantling of Compressor 250/350 PSI

Transportation, Erection, Dismantling of 2 Cusec/ 3 Cusec O.P. Unit and Yield test

Supply of Tubewell Assembly

M.S.Tubewell assembly with all required parts like plain pipe, Slotted pipe (as required upto 50% of plain pipes) rings, well cap bail plug, clamp reducer, central guide, suport structure etc. as required & as per typed design complete in all respect.

(Note- Axial Length of Reducer without Ring shall be measured with casing pipe)

300 mm dia M.S. Pipe

200 mm dia M.S. Plain/slotted

PEA-GRAVEL (As per IS:4097)

1.65 mm to 4.50 mm size Pea gravel of Lalkuwan quarry duly screened, washed and properly stacked at site for Tubewell

Drilling of bore by rig machine As Per IS :2800(Part I & II):

Drilling of bore by 600 mm dia bit GL to 60 mt. BGL.

Drilling of bore by 500 mm dia bit from 60 mt GL to 100 mt. BGL.

Drilling of bore by 500 mm dia bit 100 m BGL to 170 m. BGL.

Lowering of tube well assembly With M.S. rings, Bail Plug, Reducer Including welding:

Lowering of 300 mm dia M.S. Housing pipe from GL to 54 m.BGL

Lowering of 200 mm dia M.S. Plain/slotted pipe 54 m. BGL to 100 m. BGL

Lowering of 200 mm dia M.S. Plain/slotted pipe 100 m. BGL to 155 m. BGL

Development of tube well by 250 PSI air compressor and 3 cusec O.P. Unit to yield sand free discharge.

Development and testing of tube well by Air Compressor.

Development and testing of tube Well O.P.Unit to yield sand free Discharge.

Chemical and Bacteriological

test (Analysis of water sample)

Logging of borehole by departmental/approved electric logger

PUMPING PLANT AND STABILIZER FOR NEW TUBEWELL

Supply with Installation, testing and Commissioning of 2000 lpm , 68 mtr Head Pumping Plant including 24 met coloumn pipe, NRV,CI D/F Bend 90 deg., CI A/F Tee, D/F pipe (1.5 met long-2 Nos and 1 met long- 1 No ), Earthing, Painting,Toolset, wiring of pump house (with internal&external electrification),chainpully block and all pumping plant accessories with nut bolts and rubber packing etc.

SITC of 150 mm dia size sluice valves

SITC of Soft starter for above 50 HP/ 37.5 KW pumpset with RS 485 Port-400V Class for above pumpset

SITC of 75 kva stabilizer for above pumpset

SITC of Pressure transmitter with display at site

SITC of CE/UL certified hydrostatic type sub soil water level transmitter for tubewell

SITC of UPS 1 kva single phase suitable for operation of instruments at tubewell, having at least 2 hr battery backup.

SITC of CE/UL Certifeid Electromagnetic Flow Meter 150 mm size, working on 24 V DC

SITC of auto Phase reversal unit of 250 amp rating with inbuilt delay and enclosure control panel etc.

SITC of CE/UL certifeid Surge Protecter for control panel.

SITC of CE/UL Certifeid 7 hmi touch screen suitable to communication with PLC/RTU for display & control of process parameters

Complete cabling including power cables of all equipment.

SITC of control panel with IP54 protection ,industrial grade for all equipments.separate for control (24V) and power equipment with capacitor bank panel to improve power factor.

Lighting at Water works campus with solar panel and LED light of 1 set

Misc. Items such as Protection Ring, Cutout, Electric resistance Rubber sheet, Transformer oil etc.-2019

Coloumn Pipe 5 mtr long

ESTIMATE FOR SCADA /AUTOMATION WORK OF NEW PUMPING PLANT

CE & UL Certifeid PLC/RTU in IP 54 enclousure suitable to communicate with GSM based modem unit with CPU and power supply with analog anddigital parameter and features as specifeid for tubewell to store and transmit data on GSm backbone RTU/PLC designed with logic to transfer data at multiple statiuonas specifeid.

GSM/GPRS based wireless communication with 4G modem for RTU/PLOc capable to transfer & gather data from remote site to controlstation all accessoreis included with signalenhancer antenna made for pumping plant internet charges as specifeid

CE/UL certifeid Intelligent Smart Energy Meter

Integration with existing MCS inluding controlling and monitoring complete in all respect.

Installation, commissioning & testing trial for tubewell

ESTIMATE FOR AUTOMATIC CHLORINATION SYSTEM

SITC of Automatic Chlorination System compatible to SCADA system

3 MONTHS TRIAL RUN OF PUMPING PLANT

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