Improvements to Existing Water Supply Distribution System and ProvidingHouse Service Connections to Udayarpalayam Town Panchayat, Ariyalur District under

Amount

Drilling of Borewells anywhere in Tamilnadu including transportation from one place to another with in Tamilnadu in alluvial soil sedimentary strata of clay and sand stone shale pebbles boulders etc. By first taking a pilot bore of 140 mm/150mm and then enlarging to required dia direct or reverse rotary mud circulation method using rotary rigs, fuel, labour and drilling bentonite and water required for drilling at site ( Site will be shown by the TWAD Board Officers) including construction of mud pit. 200 mm Dia borewell Twad Pg No 302

Upto 60 m Depth ending below ground level

From 60 m upto 90 m Depth ending from ground level

From 90 m upto 120 m Depth ending from ground level

From 120 m upto 150 m Depth ending from ground level

From 150 m upto 180 m Depth ending from ground level

Reaming 200 mm dia pilot bore to 350mm dia bore as directed by the TWAD Board Officer.Twad Pg No 302

Upto 60 m Depth ending below ground level

From 60 m upto 90 m Depth ending from ground level

From 90 m upto 120 m Depth ending from ground level

From 120 m upto 150 m Depth ending from ground level

From 150 m upto 180 m Depth ending from ground level

Labour Charges for inserting 150 mm/200mm/250 mm dia (M.S. Casing pipes assembly with slots or with out slots)/(PVC Casing pipes assembly) in the drilled hole including welding the joints etc., complete and supplying and packing the annular space with pebbles of size and quality as approved by the Executive Engineers of TWAD Board Twad Pg No 304

200 mm dia Casing Pipes assembly

End Cap 200 mm PVC

Charges for developing the Borewell with air compressor of 600 CFM capacity (Minimum 8 Hours) including transportation, labour and fuel charges for compressor as directed by TWAD Officers and conducting yield test by 'V' notch method Twad Pg No 305

Supply of pipes Twad Pg No 22

200 mm PVC CS (OD) plain pipe

200 mm PVC CM (OD) sloted pipe

Erection of power pumps in borewell labour charges for erection of twin packer duplex type jet pumps inborewells upto 150 mm dia including fixing of Suction pipe regulating valves with jet assembly upto a maximum depth of 30 m and delivery pipe valves pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three indicator lamps capacitor and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumps and trail run for 10 days including signing of completion of reports as required by EB authorities and finishing the pipe holes including the foundation bolts, nuts and earth pits.Twad Pg No 307

Above 3 HP upto 7.5 HP

Providing GI Medium Class Pipe 80 mm Dia

GI coupling for 80 mm Dia Pipe

Supply and delivery of the following sizes of HDPE Pipes - PE 100 - PN 10 conforming to IS:4984/1995, as specified in Technical specifications in standard lengths including labour charges for loading, unloading and stacking at site etc. complete as per standard specifications and as directed by the Departmental Engineer.Twad SOR 29

90 mm HDPE

110 mm HDPE

Supply & delivery of following sizes of HDPE PIPES confirming to IS 4984/2016 - PN 8 (Twad Sor 29)

90 mm HDPE

110 mm HDPE

125 mm HDPE

160 mm HDPE

200 mm HDPE

Supply and delivery of SPECIALS FOR HDPE PIPES AS PER IS 8360/1977/Part I(Reaffirmed 1992) Part II and III (Reaffirmed 2002) of conforming to IS specifications at site of work including all taxes, duties, loading, transportation, unloading, insurance etc., complete and as directed by Engineer incharge.Twad Sor 32

90mm & 110 mm HDPE 90deg Bend -PN8

90mm & 110 mm Equal TEE - PN8

Earth work excavation and depositing on bank with initial lead of 10 m and lift of 2 M in narrow trenches having bed width 1.25m & below for laying of pipes for water supply and sewerage works in the following typeof soils as directed by Departmental officers - b) Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with smallsize boulders and hard gravelly soil.SS20B (Pipe Line Works) water supply and sewerage works in the following typeof soils as directed by Departmental officers - b) Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with smallsize boulders and hard gravelly soil.SS20B (Pipe Line Works) (Twad Sor 296)

90 mm HDPE

110 mm HDPE

125 mm HDPE

160 mm HDPE

200 mm HDPE

Lowering of HDPE Pipe in to trunch and Laying in proper alignment including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification Twad Sor 268

90 mm & 110 mm HDPE

125 mm & 160 mm HDPE

200 mm HDPE

Jointing of HDPE Pipes and specials with rubber gaskets (tytonJoint) including cost of Lubricants, testing to the required pressure with water including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification (Twad Sor Pg No 262)

90mm HDPE

110mm HDPE

90 mm HDPE

110 mm HDPE

125 mm HDPE

160 mm HDPE

200 mm HDPE

Cutting P.V.C./HDPE rigid pipes and specials true to axis and finishing the ends complete (Twad Pg 272)

90 mm,110mm,125mm HDPE

160 mm HDPE

200 mm HDPE

Testing of HDPE pipes with hydraulic testing equipment by filling with water (including cost of water @ Rs. 60/KL) and testing to recommended pressure in convenient stretches and attending the bursts if any occured during the test, excluding the cost of pipes but including other incidential and operational charges etc.,complete for the following diameters of pipes.( Twad 270)

90 mm HDPE

110 mm HDPE & 125 mm HDPE

160 mm HDPE

200 mm HDPE

Barricading work (Where, there is less traffic areas and broader roads etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia and 1.80m height) vertical with horizontal poles in three rowsincluding painting the vertical poles in the roadfacing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including fixing charges and fixing 75mm dia reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete (Twad Sor 323)

Barricading work (Where the lines are in narrow width of municipality area, busy streets like Market, Bus-stand and in the Highways etc.) for laying of pipe line using casurina poles at 1.50m center to center (8cm to 10cm dia. and 1.80m height) vertical with horizontal poles in two rows, painting the vertical poles in the road facing sides with ready mix paint, tying the vertical and horizontal poles with coir rope including supplying, delivery and fixing of GI sheet (0.90m x 0.8mm thick) in the horizontal poles and fixing 75mm dia. reflectors including earth work excavation for fixing vertical posts and finally removing and stacking the materials safely for further use etc., complete and as directed by departmental officers.

Labourcharges for Road cutting works including cost and conveyance of all materials and labour charges to site etc., complete

For CC roads

For BT roads

Electromagnetic Flow Meter shall be a velocity sensing Electromagnetic type, microprocessor based signal converter, sealed housing, flanged tube meter for 1.0 Mpa working pressure, manufactured to highest standard available for mag-meters, equipped with minimum six digit digital totalizers, reading in different units (Kiloliters / Cubic meter) and shall be accurate within 0.5% of Measured value, shall operate within a range of 0.3 m/sec to 4 m/sec and be constructed as follows: Meter tube (Sensor) shall be fabricated from stainless steel tube and use class PN10 flat face carbon steel flanges in accordance with IS 1538. These flanges shall be welded to the flow tube. The internal and external of the meter tube shall be blasted to near white and lined with hard rubber/ Polyurethrene/ PTFE preferably by SBR or EPDM. Meter tube shall have a constant nominal inside diameter offering no obstruction to the flow.The accuracy should be inclusive of linearity, hysteresis, repeatability, temperature and pressure effects. Coil Housing shall be fabricated from stainless steel (SS304)/ Die cast Aluminium/ Carbon steel with anticorriosive paint for corrosion resistance and welded to the tube providing a completely sealed environment for all coils, electrode connections and wiring harness capable of submerged or buried operation with IP68 Protection. Signal Converter shall be pulsed DC coil excitation type with auto zeroing. The signal converter shall be remotely mounted away from the meter. The converter shall indicate direction of flow and provide a flow rate indication and a total of flow volume for both forward and reverse directions. The converter shall provide an isolated 4-20 mA output into minimum 500-ohm load and a frequency output of a maximum of 0-10 KHZ and a scaled pulse output. The microprocessor based signal converter shall have a self-diagnostic test

80 mm Dia

100 mm Dia

150 mm Dia

200 mm Dia

Supply & Delivery of CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING ncluding cost and conveyance of all materials and labour charges to site etc,., complete (Twad Sor 65)

For Isolation/control

80 mm dia

100 mm dia

Construction of Valve Chamber of size 1.80 X 1.80 X 1.55 in Brick work with CM 1:5 mix with RCC Slab 100 mm thick including cost and conveyance of all materials and labour charges to site etc., complete

Plain Cement concrete in 1:4:8 (one cement, four M. sand and eight aggregate) mix using 40mm ISS hard broken granite metal for foundation and Flooring including dewatering where ever necessary including cost and conveyance of all materials to work site and labour charges etc., for mixing laying, leveling and curing etc., Complete

Plain Cement concrete in 1:2:4 (one cement, Two M. sand and four aggregate) mix using 20 mm ISS hard broken granite metal for Flooring including dewatering where ever necessary including cost and conveyance of all materials to work site and labour charges etc., for mixing laying, leveling and curing etc., Complete

Reinforced cement concrete 1:1.5:3 (one cement, one and half sand, three course aggregate) using 20mm size hard blue granite stone (machine crushed) for beam and roof slab excluding cost of reinforcement, fabrication and placing the grills in position and excluding cost of centering, shuttering, strutting but including curing and finishing mixing concrete using machanical mixer machine and compaction by machanical vibrator etc., complete and as directed by TWAD Board Officers.

Reinforced Cement Concrete M 25 Mix using 20mm and 10-12 mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications.

a)Beyond 1.5 m below GL

b)Upto 1.5 m below G.L.

c)Upto 4.50 m ht. Above G.L.

d)From 4.50 m to 7.32 m ht. aboveG.L.

e)From 7.32 m to 10.98 m ht. aboveG.L.

f)From 10.98 m to 14.64 m ht.above G.L.

Reinforced Cement Concrete M 30 Mix using 20mm and 10-12 mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing but excluding cost of reinforcement etc. Complete with std. Specifications.

g)From 14.64 to 18.35 m ht. above GL

h)From 18.3 m to 21.96m ht. above GL

Supply , delivery and fixing of HDPE specials (lining and coated) at site etc., complete as directed by Engineer in charge.(Twad Pg 32)

150 mmHDPE Bends

125 mm HDPE Bends

110 mmHDPE Bends

90 mmHDPE Bends

200 mm HDPE Bend

Disposal of surplus earth including loading, conveyance within a distance of 5 km and spreading as directed by the Engineer in charge. (Twad Pg No 322)

Supply and delivery of DI D/F Gate sluice valves (soft seated) resilient seated soft sealing Gate Valves(Sluice Valves) with body Bonnet of Ductile cast iron ofGrade GGG 40 or equivalent grade, Wedge fully rubber lined with EPDM replaceable spindle nut without gland packing and with 3 ORing protection on the shaft and seals of NBR and the valves should be of Vacuum tight and 100% leak proof with face to face dimensions as per BS 5163-89/ISI 4846-2000/DIN 3202 F4. All the valves should be with electrostatic powder coating both inside and out side with pocket less straight through body passage. All the valves are to be compatible for buried application with pressure rating PN 10/16 ( Twad Pg No 71)

90 DI D/F Gate Valves

100 DI D/F Gate Valves

150 DI D/F Gate Valves

200 DI D/F Gate Valves

Construction of DMA chamber for sluice valve & scour valve using second class chamber bricks in cement mortar 1:4 and necessary plastering with cement mortar 1:3 for 12 mm both inside and outside, precast concrete covers as per drawing , as per IS specifications and as directed by the engineers for the following sizes in metres,as per drawing.

150 mm (2.60X0.90X1.50) & 100 mm (2.60X0.90X1.50)

Supply , delivery and fixing of DI specials (lining and coated) at site etc., complete as directed by Engineer in charge. - For Valve Specials

DI Pressure Reducing and Flow Limit Control Valve (PN10/16) with the function to reduce higher upstream pressure into a preset lower downstream pressure and to not allow flow rate in the line to exceed beyond the defined set point. The flow orifice diameter is designed based on the set point as per the design requirement. The set point can be changed to a maximum of +10%. “Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Pressure Reducing and flow limit control valve with cast body of ductile iron grade GGG-40 or equivalent grade or as per IS 3896-Part-2-1985 customized control cylinder for linear control behaviour or equivalent, performed diaphragm and pull out safe profile sealing ring of EPDM, threaded inserts (CORFIX - to prevent the coating from coming off in the connections area as well as corrosion and incrustations in the control circuit) or equivalent. 2 pressure gauges for operator-friendly control to determine the actual inlet and outlet pressure connected directly to the valve. Flange connection dimensions according to EN 1092, Part 2/ ISO 7005[DIN]/ IS 1538, all parts (Epoxy coating, and diaphragm) in contact with medium are as per KTW and DVGW certified (harmless)/WRAS & NSF approved. The EPDM rubber & Epoxy coating (EP-P) should be approved by W270.(EP-P)/ WRAS & NSF.” Pilot valve system having Stainless Steel / Brass fittings with spring of stainless steel 304 as per standard parts according to DIN EN 12 266-1 and Stainless steel 316 orifice plate shall be as per the set point of flow rate, all the external control tubing of SS 304 / Copper/ reinforced plastic rated PN16, Tightness to DIN EN 12 266-1, leakage rate A (or) equivalent and the needle valve/speed control device should be provided to vary opening speed of the main diaphragm with selfcleaning filter to avoid possibility of dirt build up inside the control tubing.

200 mm PR/FCV

100 mm PR/FCV

90 mm PR/FCV

Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m Hard stiff clay,stiff black cotton soil, hard red earth, shales, murams, gravel, stoney earth, and earth mixed with 50% fair size boulders and hard gravelly soil -SS20B

b)For 2nd depth of 2 m to 3 m

Supply and filling the foundation and basement with clear river sand in layers complying with standard specification including consolidation and watering etc. complete and as directed by TWAD Board Officers.

Brick work in CM 1:5 (one cement and six sand) using country bricks of size 8.75" X 4.25" X 2.00" including cost of all materials, labour charges, curing etc., complete for Footing and Basement and as directed by TWAD Board Officers.

Centering for sides and soffits of R.C.C slab of plane surface for R.C.C floor slab including strutting upto 3.3 mt height using MS sheets of size 90cmx60cm and stiffend with welded MS angle of size 25mmx25mmx3mm laid over silver oak (country wood) joists of size 10cmx6.5cm (space at about 90cm c/c) and supported by casurina props of 10cm to 13cm dia 90cmx60cm and BG10 guage (spaced at 75cm c/c) complying with standard specification etc., complete as directed by the TWAD Board Officers.

Roof slab

Plastering with CM 1:5(one cement and five sand) 12mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed by TWAD Board Officers.

Supplying fabricating and placing in position of RTS grills at all heights for reinforcement including cost of steel for all works and labour charges including cost of binding wire etc., complete for all RCC works and as directed by TWAD Board Officers.

Floor finsihing with CM 1:3(one cement and three sand) 20mm thick including cost of materials, labour charges for finishing, curing etc., complete and as directed by TWAD Board Officers.

Supplying and fixing of steel Doors two leaves including all cost , with fitting etc complete as directed by TWAD BOARD officers (the design should be got approved by the SE before supply & fixing)1x2.1m

Supplying and fixing of steel Windows two leaves including all cost , with fitting etc complete as directed by TWAD BOARD officers (the design should be got approved by the SE before supply & fixing)0.9x0.6m

Weathering course with broken Brick Jelly of 20 mm size in pure slaked lime (no sand to be used) over RCC Roof slab with proportion being 32:12 1/2 for required depth of 80mm thickness over the roof slab as required well beaten with wooden beaters for giving required slope complying with standard specification etc., complete and as directed by TWAD Board Officers.

Terrace Flooring with two course of flat tiles using of size 200mmx200mmx20mm laid in CM 1:3(one cement and three sand) mixed with crude oil to 10% by weight of cement and pointed neatly with the same oiled morter etc., complete complying with standard specification and as directed by TWAD Board Officers.

Refilling with excavated earth (other than sand) complying with standard specifications for filling the foundations including watering & consolidation etc. complete as directed by TWAD Board Officers.

Provision for Electrification arrangements

Provision For availing TNEB power Supply including Separate Feeder Line And Any other Electro magenatical Special items

Supply and erection of steel centering, shuttering for soffits and sides including necessary support strutting for all RCC works using MS sheets of suitable size of BG 10 stiffened with MS angle of size 25x25x3mm for boarding laid over Silver Oak joists of size 10cmx6.5cm space at 10cm c/cand supported by Casurino Prop 10cm-13cm spaced at 75cm c/c etc., complete and as directed by Departmental Officers.

A)Square Column

1)Column 0 to 3.30 m ht above GLand below GL

2)Column above 3.30 m to 4.30 m htfrom GL

3)Column above 4.30 m to 5.30 m htfrom GL

4)Column above 5.30 m to 6.30 m htfrom GL

5) Column above 6.30 m to 7.30 m htfrom GL

6)Column above 7.30 m to 8.30 m htfrom GL

7)Column above 8.30 m to 9.30 m htfrom GL

8) Column above 9.30 m to 10.30 m htfrom GL

9)Column above 10.30 m to 11.30m htfrom GL

10)Column above 11.30 m to 12.30 m htfrom GL

11)Column above 12.30 m to 13.30 m htfrom GL

12)Column above 13.30 m to 14.30m htfrom GL

13)Column above 14.30 m to 15.30 m htfrom GL

14)Column above 15.30 m to 16.30 m htfrom GL

B)Plain surface

1) Below GL upto 3.30 m above GL

3)3.30 m to 4.30 m ht from GL

plane surface 6.30 m to 7.30m

4)7.30 m to 8.30 m ht from GL

plane surface 10.30 m to 11.30m

5)11.30 m to 12.30 m ht from GL

6)15.30 m to 16.30 m from GL

C)Circular Column

1)Column 0 to 3.3m ht above GLand below GL

2)Column 3.3 to 4.3m ht above GL

3)Column 4.3 to 5.3m ht above GL

4)Column 5.3 to 6.3m ht above GL

5)Column 6.3 to 7.3m ht above GL

6)Column 7.3 to 8.3m ht above GL

7) Column 8.3 to 9.3m ht above GL

8)Column 9.3 to 10.3m ht above GL

9)Column 10.3 to 11.3m ht above GL

10)Column 11.3 to 12.3m ht above GL

11)Column 12.3 to 13.3m ht above GL

12)Column 13.3 to 14.3m ht above GL

13)Column 14.3 to 15.3m ht above GL

14) Column 15.30 to 16.30 m ht aboveGL

D)Curved surface

a)From 0 to 3.30 m from floor level

18)Steel centering up to I LL Curved surface 3.30 m to 4.30m

Supply, delivery and fixing of Cut stone of approved quality set in Cement Mortar 1:3 mix including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

Supply, delivery and fixing of RCC Handrails of approved quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

Supply, delivery and fixing of RCC Inner Ladder of approved quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

Providing RCC spiral staircase as per approved design and separate sheet enclosed

Construction of Sprial Staircase (Separate Sheet Enclosed) 1.50 LL

Supply, delivery and fixing in position FRC Manhole cover slab with frame of size 0.60x0.60m of approved quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

Supply, delivery and fixing of RCC Ventilator of approved quality including cost and conveyance of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification

Supply and delivery and Labour charges for Erection of DI PIPES with spicals including cost and convince of all materials and labour charges and other incidental charges to site etc., complete. as per standard specification.

Inlet pipe 150mm dia DI PIPE

Out let Pipe 150mm dia DI PIPE

Scour pipe 100 mm dia DI PIPE

Over Flow 100 mm dia DI PIPE

Supplying and Painting the walls with two coats weather sealed exterior Emulsion Paint as instructed by the departmental officers including preparation of surface curing etc., copmlete in all floors complying with standard specification (The Colour and shade of paint shall be got approved the departmental officers)

Refilling the Foundation for Service reservoir with excavated earth (other than sand) in layers of 15cm thick well rammed,watering and consoildating etc Complete complying with standard Specification as directed by the officers

Supply and delivery of Borewell Submersible pump set conforming to IS 14220 /2002 and as amended thereafter and BEE 3 Star Rated capable of discharging the following duties due to all causes. The Pump efficiency should not be less than 50%. The pump shall be with stainless steel shaft and dynamically balanced bronze mixed type impeller, CI FG 200 grade casing and brass screws and rotor shall be of copper rod as per IS 613/1984 with ISI mark. The pump suitable for installation in sump with 1.1KV grade 3 core suitable copper flat submersible cable to a length of 15m with necessary cable joints. The non-return valve located at the top of the pump in the discharge outlet connection is to be designed with minimum friction. The pump should be directly coupled to 2880 RPM, three phase, 50 Hz (±5), 415V+6% & 415V-15% squirrel cage induction motor suitable for DOL upto 5 HP , Fully Automatic Air break Star Delta up to 20 HP and Auto Transformer starter for above 20 HP starting and for continuous operation.

Pump set for each Bore Well- 350 lpm x 100 m

Supply and delivery of 2 KVAR Bank medium voltage Automatic power capacitor control unit suitable for 415 volts, 3 phase, 50 Hz. AC supply with TNEB test certificate and accessories.duly banked with copper bus bars of ample current carrying capacity, sheet steel terminals, cable gland unit rating plate as per site conditions, tie rod , gasket, base frame and etc. complete with adequate size cable of required length for capacitors bank to maintain 0.95PF lead current to be provided with banking arrangements and connected to the main panel board with all accessories as per CEIG requirements (as per IS 2834 make capacitor)

Pump set for each Bore Well- 3.5 HP DOL starter

Supply and delivery of 2 KVAR Bank medium voltage Automatic power capacitor control unit suitable for 415 volts, 3 phase, 50 Hz. AC supply with TNEB test certificate and accessories.duly banked with copper bus bars of ample current carrying capacity, sheet steel terminals, cable gland unit rating plate as per site conditions, tie rod , gasket, base frame and etc. complete with adequate size cable of required length for capacitors bank to maintain 0.95PF lead current to be provided with banking arrangements and connected to the main panel board with all accessories as per CEIG requirements (as per IS 2834 make capacitor)

Supply and delivery of heavy duty 1.1 KV grade 4 CORE x4 sq.mm-1 Run XLPE insulated PVC outer and inner sheath, galvanised steel armoured aluminum conductor cable as per IS 7098 (Part I) to be laid in between EB Pole to MV Panel (1Runx60)

Laying the above cable in between M.V. panel - to EB pole

Jointing the above cable between the EB Pole to LTCT to MV panel board to BS VT Starters

Starter to Motor - 3.0 core x 4sq.mm

Jointing the above cable in between Starter to Motor

Supply and delivery of 150mm dia Glycerine filled upto 400 kg/cm2 reputed make pressure gauge

Cable clamp upto 95sqmm

Twin GI Earthing as per I.E. rules including Earth pit and other civil works complete for Pumping Plant-above 60HP to 150 HP

Supply and delivery of the following standard set of tools kept in 1.35m ht. Steel cub board including cost of Steel cub board (Add 35% for fabrication of Steel Cupboard)

6" Chain Wrench best India make--1 No

200 mm cutting Plier Taparia Make--1 No

800 gm Ball pane Hammer with Handle Taparia Make-1 No

15" screw spanner -Taparia Make-1 No

Lever Type Grease Gun--1 set

12"Screw spanner--1 set

DE spanner set 6 t 32 Jhalani Make--1 set

Rings spanner set 6 to 32 Jhalani Make--1 set

Pipe Wrench 24" Jhalani Make--1No

Pipe Wrench 14" Jhalani Make--1No

Supply and delivery of safety materials as detailed below

Electrical gloves tested to 11 KV /22 KV with wooden box dusted with french chalk powder--1 No

Electrical quality 6mm thick rubber mat--6Nos

5 kg capacity ISI marked Dry chemical powder fire extinguisher--1 No

Fire Bucket-3 Nos Hooked to MS stand--1 No

Laminated shock treatment chart--1 No

Wooden First Aid Box--1 No

Rechargeable Emergency lamp--1 No

Teak Wood ladder –5M Ht.--1 No

Earth Discharge Rod (3nos. -RYB) -1 No

Supply of 20W 4 Feet LED fitting with LED complete of Make of Higher End Havells / Crompton / Equivalent. (for panel room 4 nos. pump room outside - 2 nos.)

Supply of BEE Energy efficient 1200mm sweep ceiling fan 5 star rated, inverter driven controlled by microprocessor with300mm down rod with regulator/ remote control (35W)

Supply and Delivery of DI D/F Gate valves (Soft Seated) resilient seated soft sealing gate valves (sluice valves) with body bonnet of ductile cast iron of grade GGG40 or equivalent grade, wedge fully rubber lined with EPDM, replaceable spindle nut, without gland packing and with 3 O-Ring protection on the shaft and seals of NBR and the valves should be of vaccum tight and 100% leak proof with face to face dimentions as per BS 5163-89/ ISI 14846-2000/ DIN 3202 F 4. All the valves should be with electrostatic powder coating both inside and outside with pocket less straight thro' body passage. All the valves are to be compatible for burried application with pressure rating PN 10/16

80mm -DI Non return valve

80mm MJ Collars

House service connectionHSC Connection - 20 mm - Providing House service connection with MDPE 20mm pipe (supply, lowering, jointing & testing), electrofusion tapping saddle PE 80 blue, PN 12.5 with female threaded metal insert of SS 304, Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded to suit the corresponding bore sizes of 15mm dia size (1/2",), Poly Propylene compression Male Threaded Adaptor with metal insert of SS 304, Poly propylene 90 Degree Compression elbow with compression joint at both ends, Poly Propylene compression Female Threaded Adaptor with metal insert of SS 304 and protection box of size 20cm x 30cm for fixing of Water Meter all as per standard including road cutting, replacement of utilities providing house service connection, refilling, retoration of roads/drains testing etc complete with materials and specification as instructed by department officers.