Const. of New OHSRs, P/L from OHSRs to VTCs, P/L network inside the village, Providing FHTC including Geo tagging and O and M work (upto VTC), to be carried out under Bisalpur-Dudu WSS of 108 Village and 289 other Habitations under JJM

Amount

Provision of Deepning,desilting and deveploment of Open Well and installation of Pumping Machinery.

Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:

Earth work in excavation over areas (exceeding 30cm depth, 1.5 mtr in width and 10 SQM in plan) for construction of open well, lift up to 1.5 Mtr. including taking out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 meter.

Hard Rock (Requiring blasting) useful material 30%

Add extra over item No. 2.39.2-4 for every additional lift of 1.5 Mtr. or part thereof : In Ordinary rock and hard rock.

Labour charges for horizontal boring 100 mm dia in open well in rocky strata with all types of rock cutting & drilling tools etc. including all T&P required for job including dewatering arrangement.

Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc.3 core 4.0 Sq.mm

Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size10.0 Sq.mm, 4 core.

Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply.Above 5 HP and up to 10 HP

Providing & Lowering in tube well ISI marked GI Pipe “B" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect.50 mm dia

Supply & Installation of 3 phase ISI marked submersible motor pump set of five star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. Up to 5.5 KW (7.5 HP) & head up to 120 mtr.

Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes80 mm dia

Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

80 mm dia

Providing, Installation, Testing and Commissioning of PRESSURE TRANSMITTER for Water Application: Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP68

All other items, accessories, work not specified but essentially required to complete of the work on turn key basis ( See Clause 25 for further more details)

Provision for Pumping Machinery for Various Pump Houses of Dudu-Bisalpur project

Provision for supply errection and testing of pumps & motors, control panels & cables etc, including inatallation charges & cost of cable, HT/LT Soft-Start starter, power Factor control panels,capacitors etc 3-phase 415 volts pumps of designed head and designed discharge. Cost of LT air cooling plant, ducting & Roof ventilators, HOT crane of suitable size(at new PH), mud & drain water pumps, electric valve actuators, PS interior & external illumination, electric work, pressure, tempreture & sump level meters with PLC & computerised cabinet etc. MEI works complete.

TRUNK MAIN

IPS Dudu to IPS Parasoli pump of capacity 50 m Head, 140 KLH discharge two ( 1 working + 1 Standby) in nos.

IPS Dudu to IPS Mauzamabad pump of capacity 40 m Head, 130 KLH discharge Two ( 1 working + 1 Standby) in nos.

IPS Dudu to IPS Mokhampura pump of capacity 75 m Head, 230 KLH discharge Two ( 1 working + 1 Standby) in nos.

AT DUDU IPS

Dudu HW to Khuriyala,Mangalwara and Chaparwara ESR pump of capacity 34 m Head, 30 KLH discharge Two ( 1 working + 1 Standby) in nos.

Dudu HW to Chappiya and Sunariya ESR pump of capacity 35 m Head, 20.00 KLH discharge Two ( 1 working + 1 Standby) in nos.

Dudu HW to Dudu Zone One and Dudu Zone Two ESR pump of capacity 38 m Head, 40.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Dudu HW to Dudu Zone Three And Dudu Zone Four ESR pump of capacity 46 m Head, 40.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Dudu HW to Baget and Gura Saipura ESR pump of capacity 37m Head, 20 KLH discharge two ( 1 working + 1 Standby) in nos.

Dudu HW to Gidani ESR and Sanwarda CWR pump of capacity 57 m Head, 30.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Dudu HW to Beejolao Pr.ESR pump of capacity 40 m Head, 10 KLH discharge two ( 1 working + 1 Standby) in nos.

Sanwarda HW to Sanwarda ESR pump of capacity 34 m Head, 20.0 KLH discharge two ( 1 working + 1 Standby) in nos.

AT PARASOLI HW

Parasoli HW to Ganji and Shyopura ESR pump of capacity 49 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Parasoli HW to Nayagaon, Dhantri and Ladera ESR pump of capacity 77 m Head, 30.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Parasoli HW to Harsoli, Sri Ram Nagar ESR pump of capacity 48 m Head, 20 KLH discharge two ( 1 working + 1 Standby) in nos.

Rehlana HW to Sanodiya.Lapodiya ESR pump of capacity 30 m Head, 30.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Dhandoli HW to Dhandoli and Itakhoi OHSR pump of capacity 39 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Rehlana CWR to Rehalana ESR pump of capacity 34 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Rehlana CWR to Keriya Bujurg pump of capacity 43 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

IPS Parasoli to Rehalana CWR pump of capacity 42 m Head, 80.00 KLH discharge two ( 1 working + 1 Standby) in nos.

IPS Parasoli to Parasoli OHSR pump of capacity 32 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

AT MAUJAMABAD HW

Maujamabad CWR to Maujamabad ESR pump of capacity 27 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Maujamabad CWR to MaujamabadVillage ESR pump of capacity 43 m Head, 50.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Maujamabad CWR toKishanpura ESR and Jhag CWR pump of capacity 59 m Head, 30.00 KLH discharge two ( 1 working + 1 Standby) in nos.

IPS Jhag CWR to Jhag Exst. And Prop.ESR pump of capacity 32 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

IPS Maujamabad CWR to Sanwali Exst. And Prop.ESR pump of capacity 52 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

IPS Maujamabad CWR to Dhamana and Biharipura ESR pump of capacity 46 m Head, 30.00 KLH discharge two ( 1 working + 1 Standby) in nos.

IPS Maujamabad CWR to Meerapura and Lordi ESR pump of capacity 16 m Head, 40.00 KLH discharge two ( 1 working + 1 Standby) in nos.

AT MOKAMPURA HW

Gopalpura CWR to Gopalpura ESR pump of capacity 33 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Ugariyawas Exst. CWR to Ugariyawas ESR pump of capacity 33 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Bichoon CWR to Sartho ka Bas pump of capacity 41 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Bichoon CWR to Bichoon Bara pump of capacity 44 m Head, 5.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Bichoon CWR to Bichoon GSR pump of capacity 64 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Bichoon CWR to Bichoon ESR pump of capacity 32 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Boraj CWR to Bera Ki Dhani and Dewala ESR pump of capacity 24 m Head, 30.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Boraj CWR to Surajpura ESR pump of capacity 40 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Boraj CWR to Boraj ESR pump of capacity 33 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Boraj CWR to Boraj ESR pump of capacity 33 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Rampura CWR to Rampura ESR pump of capacity 33 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Gura Bairsal CWR to Gura Bairsal ESR pump of capacity 33 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Ugariyawas CWR to Ugariyawas ESR and Boraj CWR pump of capacity 33 m Head, 130.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Mokhampura HW to Bichoon and Ugariyawas CWR pump of capacity 75 m Head, 160.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Mokhampura HW to Kapariyawas Kalan, Basra and Kapariyawas Khurd ESR pump of capacity 42 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Mahala HW to Mahala ESR pump of capacity 30 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Mahala HW to Chanchukiya ESR pump of capacity 40 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Mahala HW to Kalyansar ESR pump of capacity 33 m Head, 5.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Mokhampura HW to Nasnoda, Karwo ka Bas, Khatwar ESR and Mahla ESR pump of capacity 52 m Head, 60.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Mokhampura HW to Gangati Kalan and Akhepura OHSR pump of capacity 23 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Mokhampura HW to Keriya and Paloo Kalan OHSR pump of capacity 61 m Head, 20.00 KLH discharge two ( 1 working + 1 Standby) in nos.

Mokhampura HW to Mokhampura ESR pump of capacity 48 m Head, 10.00 KLH discharge two ( 1 working + 1 Standby) in nos.

SITC of IEC, TUV certified, MNRE approved Solar Panels suitable for Rooftop as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and structure, showing arrangement of panel on available space, installation of PV module structure on shed / roof as per drawings including super structure wherever necessary as per drawin. Mounting structure suitably design to withstand wind velocity upto 150km/hr. Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5years warranty. All cabling up to panel and metre, earthing etc. required accessiories and taxes are inclusive. Provision of Roof Top Solar Plant at 6 Pump Houses @5kW at each pump house.

P & F of energy analyser (multy function energy meter) with LCD/ LED display capable of minimum 20 numbers electrical parameters display with 1A/5A CT input for LV/ HV network, RS 485 communication port etc. complete in all respect.

Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Face to face dimensions as per IS 5312 (part -1):2004 Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body, cover and disc inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS.Shaft of SS- AISI- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O" ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

Class PN 1.0/1.6

80 mm dia

100 mm dia

150 mm dia

200 mm dia

300 mm dia

Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) ,Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6

80 mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

250 mm dia

Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6

200 mm dia

250 mm dia

300 mm dia

350 mm dia

Providing, lowering, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6

80 mm dia

100 mm dia.

150 mm dia.

200 mm dia.

250 mm dia.

300 mm dia

350 mm dia

Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-incharge.

MS pipe specials up to 600mm dia (with minimum 5 mm thickness sheet)

All other items, accessories, work not specified but essentially required to complete of the work on turn key basis ( See Clause 25 for further more details)

Provision for storage ESR and CWR .

Construction of RCC INTZE type Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS scren, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, food grade epoxy paint to internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr works include providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee,tail piece,reducer,specials etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing sluice valves and NRV (DI Soft seated) at inlet,out let,wash out and over flow etc. complete in all resepect upto and from valve chamber and any other work related to structure as per direction of Engineer-in- Charge, Technical Specification and Scope of work.

AT DUDU IPS (5 No's)

Beejolao------200 KL ; 20 Mtr

Chhapya------200 KL ; 20 Mtr

Gurha Saipura------150 KL ; 20 Mtr

Gidani------100 KL ; 20 Mtr

Sawarda------100 KL ; 20 Mtr

AT PARASOLI IPS (7 No's)

Shriramnagar------100 KL ; 20 Mtr

Kairiya Bajurg------150 KL ; 20 Mtr

Itakhoi------150 KL ; 20 Mtr

Laporiya------150 KL ; 20 Mtr

Nayagaon------150 KL ; 20 Mtr

Gainji------100 KL ; 20 Mtr

Harsauli------100 KL ; 20 Mtr

AT MOKHAMPURA IPS (11 No's)

Basra------100 KL ; 20 Mtr

Keriya------100 KL ; 20 Mtr

Gurha Bairsal------100 KL ; 20 Mtr

Boraj------150 KL ; 20 Mtr

Soorpura------150 KL ; 20 Mtr

Dewala------300 KL ; 20 Mtr

Khatwar------100 KL ; 20 Mtr

Kapriyawas Kalan------150 KL ; 20 Mtr

Nasnota------150 KL ; 20 Mtr

Kalyansar------50 KL say 100 KL ; 20 Mtr

Chan Chukaya------100 KL ; 20 Mtr

AT MAUZAMABAD (6 No's)

Mauzamabad------250 KL ; 20 Mtr

Biharipura------150 KL ; 20 Mtr

Lordi------150 KL ; 20 Mtr

Meerapura------200 KL ; 20 Mtr

Reta------150 KL ; 20 Mtr

Jhag------100 KL ; 20 Mtr

Construction of RCC Circular Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab / dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure including dome, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. The rate indicated below are including the cost of pipes, tee,bend,tail piece,reducer,valves,specials and inter connection required for inlet, outlet, washout, overflow arrangement.

Rehlana HW ---- 350 KL

Mahala HW ---- 150 KL

Ugariyawas HW ---- 300 KL

Boraj HW ---- 200 KL

Jhag HW ---- 100 KL

Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing,valves etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work.

Provision for additional pipe for blending of local sources in to direct ESR

Inlet pipe 100 mm (12 No's)

Inlet pipe 150 mm (10 No's)

SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible, accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge.

Measuring range 0.0 to 6.0 mtr

Provision for additional inlet for local sources in existing ESR with provision of peddle collar,suttering,concreting,inter connection with existing/proposed pipe line complete in all respect .

All other items, accessories, work not specified but essentially required to complete of the work on turn key basis ( See Clause 25 for further more details)

Provision for Providing, Laying and Jointing of Pipe line Network

Sectional valve ( BF/SV) Chambers

Scour Valve Chambers

Air Valve Shaft/chambers

Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISi marked K-7 grade S&S pipes as per 15:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.

80 mm DI K-7

100 mm DI K-7

150 mm DI K-7

200mm DI K-7

250 mm DI K-7

300 mm DI K-7

350 mm DI K-7

350 mm DI K-9

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply up to 110 mm dia. in coil & above 110 mm dia straight length in 6 M.

Additional Rising Main for Connecting Local Sources to CWR/ESR.

HDPE PE-100 PN-10

90 mm dia

110 mm dia

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.

HDPE PE-100 PN-10

125mm dia

Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves as Sectional Valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Category "B" Makes / vendors considered in category “B”). other then Category "A" will be considered in category “B”). Manually operated class PN 1.0

Manually operated class PN1.0

Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.

Class PN 1.6

Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work).

A/S Tee , Bend, Reducer (All End Socketed)

Upto 300 mm Diameter

Double Flange Pipe (upto 1 mtr. length)

Upto 300 mm Diameter

Providing, lowering, laying, aligning, fixing in position in pipe line, Resilient Seated D/F DI Sluice valves as Scour Valves of approved make & design standard of following dia complete (including jointing & jointing material ) including all material, labour, testing and commissioning along with pipe line as per Technical Specification & as per direction of Engineer. (Category "B" Makes / vendors considered in category “B”). other then Category "A" will be considered in category “B”). Manually operated class PN 1.0

Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sum on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils

Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sum on plan including dressing of sides and ramming of bottoms lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soilas directed with a lead in a 50 meter includings tacking of useful material if available : Ordinary rock

Excavation work by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains not exceeding 1.5 m in width or 10 sqm on plan including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed with a lead in a 50 meter including stacking of useful material if available Hard rock(blasting prohibited) useful material 30%

Providing, lowering, aligning & fixing in position DI D/F Plunger Type Flow Control Valve of approved make of following Pressure rating & dia complete and of following specifications: Body- Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or EN-JS 1030, Plunger/ Piston - Stainless steel AISI- 304/ Gr 1.4301, Piston Guides- Bronze Welded Overlay / SS Shaft/Crank/Spindle- Stainless steel AISI- 420/ Gr 1.4021 Body Seat Ring- Stainless steel AISI- 316/304/ Bronze IS:318- LTB2 ,Seal ( O- ring / Quad ring)- EPDM/ NBR, Bearing Bush - Bronze IS:318- LTB2,Slotted cylinder / Strainer / Diffuser- AISI- 420/ 304,Nut- Bolts - SS, Face to Face- as per ANSI B 16.1/ EN 558-1 and Flange ends should be as per ANSI B-16.5, Class 150 and Class 300/ EN-1092-2. Insersion rubber of black EPDM 6mm thick ,Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied both inside and outside . Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer-In- Charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.

Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.

Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.

M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).

Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer. Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. -Provision for proposed trenchless N.H./S.H.crossing 6 no's @ 50 mtr.each

SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.

EFM 80 mm

EFM100 mm

EFM 150 mm

EFM 200 mm

Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work).

A/S Tee , Bend, Reducer (All End Socketed)

Upto 300 mm Diameter

Double Flange Pipe (upto 1 mtr. length)

Upto 300 mm Diameter

Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints.

SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. Note: Rates are exclusive of tail piece / dismantling joints and earth work.

For Service Reservoir

BFM 80 mm

BFM100 mm

BFM 125 mm

BFM 150 mm

BFM 200 mm

BFM 250 mm

Scour Valve Chambers

Air Valve Shaft/chambers

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.PE 100 PN-6

HDPE PE-100 PN-6

90 mm dia

110 mm dia

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.

HDPE PE-100 PN-6

125 mm dia

140 mm dia

160 mm dia

180 mm dia

200 mm dia

225 mm dia

Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

Manually Operated CI Sluice valve of Class PN-1.0

Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work.

Class PN 1.6

Sectional valve ( BF/SV) Chambers

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M.(Distribution From VTC to HHC)

HDPE PE-100 PN-6

75 mm dia

90 mm dia

110 mm dia

Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.

HDPE PE-100 PN-6

125 mm dia

140 mm dia

160 mm dia

180 mm dia

200 mm dia

225 mm dia

Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.

Manually Operated CI Sluice valve of Class PN-1.0

80 mm dia

100 mm dia

125 mm dia

150 mm dia

200 mm dia

250 mm dia

300 mm dia

All other items, accessories, work not specified but essentially required to complete of the work on turn key basis ( See Clause 25 for further more details)

Provision for construction of civil works

Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect.

3 No's Pump House ( Dudu, ,Boraj, Mokhampura Head Works) ----- 12.00 m X 6.00 m

2 No's Pump House ( Rehalana, Mehlan Head Works) ----- 15.00 m X 6.00 m

5 No's Pump House ( Parasoli,Ugariyawas,Bichun, Mojamabad and Jhag Head Works) ----- 8.00 m X 6.00 m

Repairing and Maintainance of Existing Four Pump Houses.(Dhandholi, Sanwarda,Bichoon,Gurha Bairsal and Rampura Badiya, Mojamabad(PHED), Mojamabad(Project) )

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift up to 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed within a lead of 50 meter for pipe line work. In All kinds of soil.

Filling in plinth with sand under floor including watering and ramming etc. including cost of sand

Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering All up to plinth level

1:3:6 (1Cement: 3 Course Sand: 6 Graded stone aggregate 20 mm nominal size)

1:1.5:3 (1Cement: 1.5 Course Sand: 3 Graded stone aggregate 20 mm nominal size

1:2:4 (1Cement: 2 Course Sand: 4 Graded stone aggregate 20 mm nominal size)

Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls in :

Cement Mortar 1:3 (1-Cement:3-Sand).

Cement Mortar 1:4 (1-Cement:4-Sand).

Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide.

Cement concrete flooring grade 1:2:4 (1-Cement:2-Coarse sand:4-graded stone aggregate) rounding off edges etc. but excluding the cost of nosing of steps etc. complete :

40 mm thick with 20 mm thick nominal size aggregate.

75 mm thick with 20 mm thick nominal size aggregate.

Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish:

20 mm thick.

Demolishing cement concrete including disposal of material within 50 meter lead :

1:3:6 or leaner mixture.

1:4:8 or richer mixture.

Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to give an even shade including all scaffolding:

New work (Three or more coats).

Old work (One or more coats).

Demolishing of R.C.C. work including stacking of steel bars and disposal of unserviceab le material within 50 meters lead.

Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance.

Repair to stone masonary in cement sand mortar 1:6 with old and new stone.

Patch repair to cement concrete floor including digging out old floor in regular shape and removal of rubbish curing etc. complete in all respects.

1:3:6 or richer mix.

Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster incl. disposal of rubbish to the dumping ground within 50mtr lead

Desmantling of floring with car including stacking of servceable material and diposal of unserviceable material with in 50 Mtr. Lead for

Cement concrete flooring.

Plaster on new surface on walls in cement sand mortar 1:4 including raking of joints etc. complete fine finish:

20 mm thick.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding:

New work (two or more coats) over and including scrapping and priming coat with cement primer.

Old work (one or more coats) including scrapping surface and necessary repairs.

Colour change

Painting with ready mix paint of approved brand and manufacture in all shades to give an even shade :

New steel work (two or more coats).

Old steel work (One or more coats).

Labour charges for repair to door / window without using any material such as applying randha (finishing) tightening of bolts & screw etc.

Repair to damaged RCC slabs, beams and columns etc for strengtheing with cement mortar 1 : 2 in following steps i) Choping losse and cracked concrete to required depth, cleaning the exposed surface of steel and concrete with wire brush and sand papering , cleaning of concrete surface with water as necessary and getting dried. ii) Applying Epoxy primer on the exposed steel bars. iii) Applying Epoxy hardener and resin mix (as per manufectured's specification) on concrete and steel bars with brush. iv)Speading dry cement mortar 1 : 2 mix over epoxy treated wet surface and allow it to dry for one day. v) Plastering the surface with cement sand mortar 1 : 3 upto depth of 30mm complete. vi) Cure the plastered surface for 15 days All work including scaffolding etc. complete in all respect.

P & F European type white glazed vitreous china 1st quality Double syphonic W.C (IS :2556 Mark) with P or S trap including cutting and making good the wall and floor

Repairing and Maintainance of Existing two CWR

Repair of existing damaged CWR at Bichoon(200 kL) and Boraj (200 kL) All work including complete in all respect as per scope of work.

Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. including ESR (29 No.), CWR (2No's) and exsting HW (2 No's) ----- 120 m

Provision for demolition of three existing ESR.(Jhag,Lordi and Maujamabad)

Provision of demolition of existing damaged three ESR Jhag (100/20m),Lordi (225/20m) and Maujamabad (100/20m) complete in all respect.

Provision of repairing and rennovation of Jen Qurter/AE Office/Xen office etc

Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : With cement mortar 1 :4 ( 1 cement : 4 coarse sand)

P & F 1st qualityVitrified Porcelain Polished tiles on floor, skirting and steps etc.in different sizes (thickness to be specified by manufactuer) with water absortion less than 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1 : 4 including grounting the joints with white cement and matching pigment etc complete.

size 600 mm X 600 mm

Add extra for Fixing glazed/ Ceramic/ Vitrified floor tiles with cement based high polymer modified quick-set tile adhesive (Water based) conforming to IS: 15477 , using 5kg. adhesive per sqm of tile area, in average 3mm thickness instead of cement mortar.

Providing and fixing fully panelled /partly panelled double leaf shutters frame for windows and ventilators as per approved design and drawings with approved steel fittings as per Annexure ‘A’ and width of styles, bottom and top rails 75mm including intermediate rails 50mm wide, beading of 25mm x 15mm size on both faces :

35 mm thick

Shesham wood grade I

Providing and fixing wood panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutter 25 mm to 40 mm thick

Shesham wood grade I

SS wire gauge 14 mesh x 24 gauge

4 mm plain float glass

Extra for providing IS 1341-1992 marked Stainless Steel butt hinges instead of black enamelled M.S. butt hinges with necessary screws. (Shutter area to be measured).

Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete:

Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete.

Providing and fixing bright finished Mortice lock of approved make Godrej or equivalent with pair of CP handles for doors with necessary screws etc complete (Best make of approved quality) as per direction of Engineer-in-charge.

working table made of IS 710- 1976 marked 19 mm thick commerical ply

Providing & Fixing of ward robe shutters made out of 19mm thick BWP block board ISI of superior quality make. Front side finishing with 4mm thick teak veneer approved make and 0.8mm thick approved shade mica in the inner side. Covering with teak wood beading 25x12mm all the sides of shutter & 35x12mm on outer frame for making good the wall joint including heavy brass S.S. fittings (Handle 200mm 2 Nos., Tower Bolt 150mm 2 Nos., Brass Lock 1 Nos., Magnetic Catcher 2 Nos., Brass Hinges 75x40x2.5 mm 6 Nos., SS Hanger Rod 20mm dia) complete with melamine polishing as per drawing and design approved by Engineer in Charge.

White washing with lime to give an even shade including all scaffolding:

Old work (two or more coats) including scrapping old surface and repairing with whiting where ever necessary.

All other items, accessories, work not specified but essentially required to complete of the work on turn key basis ( See Clause 25 for further more details)

Provision for Rain Water Harvesting Structurea at Four IPS.

Provision of Roof top Rain Water Harvesting Structures along with collection chamber, siltation chamber recharging pit at Four Intermediate pumping Stations .As per scope of work and tender drawing.

Provision of providing 20000 House Connections to Individual House Hold ,Linking with adhar and Geo tagging (For 108 Villages)

Providing service connection as per technical specification and standard drawing as per relevant IS Code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete,WBM, Black top etc. Of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS clamp with saddle piece gunmetal ferrule 4.0 mm (151 make) , gunmetal NRV (ISI make), valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427, with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 CM below ground level, except in cases of concrete/bituminous roads where minimum depth shall be 20 cm. For detailed specifications of MDPE pipes please refer section "Technical Specifications" of bid document. General specifications of MDPE pipes shall be as under: The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with with minimum required strength of 8 Kg/sq.cm. The raw material shall be Food grade quality pressure rating shall be 12.5 Bar. The pipes shall bear ISO marking.

Average length up to 05 mtr 20 mm dia MDPE pipe and 02 mtr 15mm GI pipe Class B

Survey of all properties, preparation of GIS based consumer mapping of consumer water connection & consumer sewer connections and database, plotting assets on GIS map etc (Satellite image will be provided by the Department)

Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers like i.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.

Providing hardware and software for PLC and SCADA system with Master Control station and Local Control Stations including civil works, complete in all respect as per the scope of work & specifications.

Providing hardware and software for PLC and SCADA system with Master Control station and Local Control Stations including civil works, complete in all respect as per the scope of work & specifications .

Cost Estimate for Annual Operation and Maintenence Expenditure for 10 year's.

Cost for Basic Service Charges, Administration and Management, Running of Office, Staff Quarters, Comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, Cost of material required for maintenance & repairs, Cost of Lubricants, salts for producing chlorine, chemicals,(except PAC & Chlorine) Consumables, Spare Parts (if the spare parts supplied to PHED are used in emergency) as per Scope of Work & terms & conditions of contract for 10 year after defect laibility period of one year.

O&M of entire system for Defect laibility period of one year (free of cost)

Ist Year

IInd Year

IIIrd Year

IV th Year

V thYear

VI th Year

VII th Year

VIII th Year

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X th Year

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Unipro Techno Infrastructure Pvt Ltd

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GCKC Projects and Works Pvt. Ltd.