IMPROVEMENT OF WATER SUPPLY SCHEME IN ILLUPPUR TOWN PANCHAYAT, PUDUKKOTTAI DISTRICT UNDER AMRUT 2.0 SCHEME

Amount

Construction of Sump 3.00 LL - 1No

Earthwork excavation in hard stiff clay,black cotton, hard red earth, shales,murrams, ordinary gravel stoney earthmixed with 50% fair sized boulders etc.,with an initial lead of 10m and lift of2m. and as directed by Departmental Engineer.

For Foundation

First depth of 0 to 2 m

For HSC , HRE 3.00 LL SUMP - 128.68 CUM 2.00 LL OHT - 29.58 PUMP ROOM - 11.09

FOR SDR 3.00 LL SUMP - 128.68 2.00 LL OHT - 23.47

FOR DMR NOT REQUIRE BLASTING 3.00 LL SUMP - 51.47 2.0 LL OHT -3.13 CUM 2.0 LL OHT 2ND DEPTH -14.08

Collection supply and filling of Stone Dust of approved quarry including cost and Conveyance of all materials to site and all labor charges for filling etc., Complete.

Stone Dust

Plain Cement concrete 1:4:8 (one cement, four sand and eight course aggregate of 40mm size hard blue granite broken stone) for levelling course for foundation including the cost of mixing, placing the concrete in position, consolidating, finishing etc. complete.

3.0 LL SUMP - 19.302 CUM 2.0 LL OHT - 4.69 CUM DISTRIBUTION SYSTEM- 1695.50 CUM PUMPING MAIN - 189.84 CUM

Reinforced Cement Concrete with M30 Design Mix for the following membersexcluding the cost of reinforcement andfabricating, centering, shuttering andstrutting charges but including the costof all materials, mixing, placing inposition, lifting, vibrating, finishing& curing, etc. complete.and as directedby Departmental Engineer.

3.0 LL SUMP -61.46 CUM 3.0 LL CUM FROM GL TO 4.50 M - 35.28 CUM 2.0 LL OHT - 20.110 CUM 2.0 LL OHT GL-2.0 M DEPTH - 8.49 CUM

Reinforced Cement Concrete with M30 Design Mixfor the following membersexcluding the cost of reinforcement andfabricating, centering, shuttering andstrutting charges but including the costof all materials, mixing, placing inposition, lifting, vibrating, finishing& curing, etc. complete.and as directedby Departmental Engineer.

3.00 LL SUP - BELOW GL UP TO 1.5 M - 8.09 CUM 2.0 LL OHT - PILE CAP - 3.2

Supply and erection of steel centering,shuttering for soffits and sidesincluding necessary supports andstrutting for all RCC works using MSsheets of suitable size of BG 10stiffened with MS angle of size 25 X 25X 3mm for boarding laid over Silver Oakjoists of size 10cm X 6.5cm space at10cm c/c and supported by Casurino Props10cm - 13cm spaced at 75cm c/c etc.,complete and as directed by Departmental Engineer.

FOR G.L TO 3.30 ( PLANE SURFACE ) 3.00 LL SUMP - 4.50 SqM 2.0 LL OHT -135.92 SqM 2.0 LL SUMP - PILE CAP - 6.07 SqM PUMP ROOM -COLUMN - 13.87 SqM PUMP ROOM - ROOF SLAB - 10.66 SqM PUMP ROOM - OTHERS - 9.61

FOR 0.00-3.30 M ( CURVED SURFACE ) 3.0 L SUMP - 257.87 SqM 2.0 LL OHT - 210.44 SqM

FOR CIRCULAR COLUMN 3.0 LL SUMP - 0.53 SqM 2.0 LL OHT - 7.94 SqM

For 3.30 to 4.30 M (Plane Surface)

0.00 -3.30 MM FOR CURVED SURFACE 3.0 LL SUMP - 17.45 SqM 2.0 LL OHT - 4.24 SqM

Supplying, fabricating and placing inposition of RTS rods for reinforcementincluding cost of steel and bindingwire, labour charges etc., complete forRCC works and as directed by Departmental Engineer.

For RCC Works

3.00 LL SUMP - 8661.00 KG 2.00 LL OHT - 14004.36 KG PUMP ROOM - 504.00 KG

Supply,Delivery and fixing of CI Manholeframe with cover of following sizeincluding cost of all materials, fixingof MS clamps,Bolt and nuts etc.,completeand as directed by Departmental Engineer.

Size 0.60m x0.60m

Exterior Emulsion paint Two coats with good quality of approved Emulsion paint including cost of all materials to site and all labour charges for mixing applying and proper curring etc., Complete as per Standard Specifications for 10 sqm Pump Room 55.26 3.0 LL SUMP - 75.945 SqM 2.0 LL OHT - 674.81 SqM

Supplying and fixing in position of RCC in side access lader offollowing size using 20mm size HBS jellyincluding cost of all materials,centring, shuttering,strutting,fabrication and placing in position ofreinforcement, finishing, curing etc.,complete and as directed by Departmental Engineer.

Supplying and fixing in position of MS lader of following size using 20mm size HBS jellyincluding cost of all materials,centring, shuttering,strutting,fabrication and placing in position ofreinforcement, finishing, curing etc.,complete and as directed by Departmental Engineer.

Refilling the foundation with excavatedSoil (other than sand) in layers of notmore than 15cm thick, watering, wellramming, consolidating, complying withstandard specification and as directedby department officers 3.00 LL SUMP - 40.74 CUM PUMP ROOM - 8.66 CUM PUMP ROOM BASEMENT - 8.50 CUM

Reinforced cement concrete M30 design mix using 10mm and 20mm Hard Broken Stone. The rates excluding the cost of supplying, fabricating and placing in opposition of MS / RTS Grills for reinforcement and centering, strutting & shuttering but including mixing, vibration, curing, finishing etc., complete.

Below G.L upto 1.50m depth

Above G.L

Above G.L upto 4.50m height

Above 4.50m to 7.32m ht., from G.L

Above 7.32m to 10.98m ht., from G.L

Above 10.98m to 14.64m ht., from G.L

Above 14.64m ht., to 18.30m ht.,

Above 18.30 m to 21.96m ht., from G.L

Centering for soffits of reinforced cement concrete slabs or plain surface including strutting upto 3m ht., using MS sheet of size 90cm x 60cm and BG. 10 gauge stiffened with welded MS angles of size 25mm x 2mm x 3mm laid over 40mm GI pipe strutting

PLANE SURFACE

Centering for Inside Brace

From 3.30m to 4.30m ht.

From 7.30m ht., to 8.30m ht.

From 11.30m ht., to 12.30m ht.

From 15.30m to 16.30m ht.

Centering for square column

upto 3.30m ht.

From 3.30m to 4.30m ht.,

From 4.30m to 5.30m ht.,

From 5.30m to 6.30m ht.,

From 6.30m to 7.30m ht.,

From 7.30m to 8.30m ht.,

From 8.30m ht., to 9.30m ht.,

From 9.30m ht. to 10.30m ht.

From 10.30m ht. to 11.30m ht.

From 11.30m ht., to 12.30m ht.,

From 12.30m ht., to 13.30m ht.,

From 13.30m ht., to 14.30m ht.,

From 14.30m ht., to 15.30m ht.,

Supplying and fixing in position of RCC (1:1.5:3) in side access ladder of following size using 20mm size HBS jelly including cost of all materials, centring, shuttering,strutting, fabrication and placing in position of reinforcement, finishing, curing etc. complete and as directed by Departmental Engineer.

Construction of RCC spiral staircase in RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS of 1.80 m diameter of required height for approach to the roof of Service Reservoir with RCC Handrails including earthwork excavation, providing CC 1:4:8 mix, RCC footing 1:1.5:3 mix, GL platform etc., and also including cost of steel reinforcement, fabrication charges, scaffolding, centering, precasting charges, cement, painting etc. complete as per standard specifications and as directed by Engineer. The staircase shall be braced to the column of service reservoir at suitable interval. (in the BOQ, quantity column the exact height to be mentioned from GL to roof slab bottom to get total value of work to be done.

Supplying and fixing of RCC 1:1.5:3 (1 Cement : 1.5 Sand : 3 Coarse Aggregate) using 20 mm HBGS for RCC Handrails of 0.91 m height over the top of roof slab of approved pattern and design including the cost of reinforcement, centering, precasting, finishing etc complete

Providing and fixing of RCC 1:1.5:3 (one cement, one and half sand and three course aggregate of 20mm size hard blue granite broken stone) for ventilators of approved pattern including cost of cement, reinforcement, centering, shuttering, strutting etc., complete - 0.30m dia

INLET, OUTLET ,SCOUR, OVERFLOW

150 mm DI Pipe

Supply and delivery of 150 DI Pipe for plumbing 2.5m

Supply and delivery of 150 DI Pipe for plumbing 2m

Supply and delivery of 150mm DI Pipe for plumbing 1m -1 No

150 mm DI D/F SLUICE VALVE

150 mm DI 90 DEG D/F BEND 8 nos

150 mm DI Flanged socket 3 nos

150 mm DI DUCKFOOT FLANGED BEND 3 nos

Jointing CI pipes

200 mm DI Pipe

Supply and delivery of 200mm DI Pipe for plumbing ( 2.5m)

Supply and delivery of 200mm DI Pipe for plumbing ( 2m)

Supply and delivery of 200mm DI Pipe for plumbing 1m

200mm DI D/F SLUICE VALVE

200 mm DI 90 DEG D/F BEND no 1

200 mm DI Flanged socket no 1

200 mm DI DUCKFOOT FLANGED BEND no 1

Jointing DI pipes

Painting the Name Board Emblum and writing the slogon in accordance with size and specifications as approved by the Departmental Engineer with approve colour and quality of paint on the exterior surface of Service Reservoir complete etc., and as directed by Departmental Engineer.

Refilling the foundation with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directed by Departmental Engineer.

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 type of soils as directed by Departmental officers - Hard stiff clay, stiff black cotton, hard red earth, shales, murram gravel, stoney earth and earth mixed with small size boulders and hard gravelly soil including Refilling the foundation with excavated Soil (other than sand) in layers of not more than 15cm thick, watering, well ramming, consolidating, complying with standard specification and as directedby Departmental Engineer..SS20B TWAD SOR P295 &296

100 MM Dia DI K7

150 MM Dia DI K7

200 MM Dia DI K7

250 MM Dia DI K7

HDPE PIPES PE100PN6

90 mm HDPE 100 PN 6 Pipe

110 mm HDPE 100 PN 6 Pipe

125 mm HDPE 100 PN 6 Pipe

140 mm HDPE 100 PN 6 Pipe

160 mm HDPE 100 PN 6 Pipe

180 mm HDPE 100 PN 6 Pipe

Supply and Delivery DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K7 AS PER IS 8329/2000 TWAD SOR P46

100mm diameter

150mm diameter

200mm diameter

250mm diameter

Supply & delivery of following sizes of HDPE PIPES confirming to IS 4984/2016 TWAD SOR P29

90 mm HDPE 100 PN 6 Pipe

110 mm HDPE 100 PN 6 Pipe

125 mm HDPE 100 PN 6 Pipe

140 mm HDPE 100 PN 6 Pipe

160 mm HDPE 100 PN 6 Pipe

180 mm HDPE 100 PN 6 Pipe

Supply and Delivery DUCTILE IRON SPECIALS AS PER IS 9523/2000

Supply, Delivery and fixing 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 CI D/F SLUICE VALVE WITH CAP/ WHEEL AS PER IS 14846/2000 PN 1.0 WITH ISI MARKING All the valves should be with electrostatic powder coating both inside and outside with pocket less straight thro' body passage, inside and outside color Blue including Flange/socket and Flange/spicot tail pieces, etc., loading,unloading, Transportation charges and stacking etc. complete as per specifications. All the valves are to be compatible for burried application with pressure rating PN 10/16.

100mm diameter

150mm diameter

200mm diameter

250mm diameter

Manufacture, Supply and Delivery of Tamper proof C.I. DOUBLE AIR VALVE AS PER ISI 14845/2000 with pressure range from PN 1.0 to 2.5 with body and cover made of Ductile Iron of Grade GGG 40 or equivalent grade conforming to IS 1865 with Food Grade Epoxy Powder coating(EP-P) inside and for outside of colour blue RAL 5005. All internal parts such as float, shell etc., cover bolts, made of Austenitic alloy steel of SS AISI 304/316. The float shall be made of Polytetrafluroethylene/ Austenitic alloy steel of AISI 304/316. Gaskets and seals of EPDM / Neoprene rubber and as amended from time to time and suitable for water supply main including loading freight, transit, unloading and stacking them at site etc. complete

50 mm Valve

Supply and delivery of DI D/F specials of conforming to IS 9523/2000 specifications at site of work including all taxes, duties, loading, transportation, unloading, insurance etc., complete and as directed by Engineer incharge.

Lowering of DI pipes and specials carefully into the trench and laying to proper grade and alignment including labour charges, incidental and operational charges etc complete as per standard specifications and as directed by the Departmental Engineer.

100mm diameter

150mm diameter

200mm diameter

250mm diameter

Lowering HDPE PE100PN6 pipes and specials to trench and laying to proper grade and alignment and as directed by the Departmental Engineer

90 mm HDPE 100 PN 6 Pipe

110 mm HDPE 100 PN 6 Pipe

125 mm HDPE 100 PN 6 Pipe

140 mm HDPE 100 PN 6 Pipe

160 mm HDPE 100 PN 6 Pipe

180 mm HDPE 100 PN 6 Pipe

Cutting of CI and DI pipes and specials true to axis and filing smoothly and finishing the ends complete, with / without water in the pipe including labour charges, incidental and operational charges etc complete as per standard specifications and as directed by Departmental Engineer.

100mm diameter

150mm diameter

200mm diameter

250mm diameter

Jointing C.I/ D.I-S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants. (including cost of jointing materials)

100mm diameter

150mm diameter

200mm diameter

250mm diameter

Jointing HDPE Pipes and Specials by butt fusion welding / electro fusion welding joints using fusion equipment as per ISO 21307-2011 and as per IS 7634 (part-2) : 2012 including cost of hire charges for butt fusion equipment power supply arrangements etc., complete as per directed by Departmental Engineer.

90 mm HDPE 100 PN 6 Pipe

110 mm HDPE 100 PN 6 Pipe

125 mm HDPE 100 PN 6 Pipe

140 mm HDPE 100 PN 6 Pipe

160 mm HDPE 100 PN 6 Pipe

180 mm HDPE 100 PN 6 Pipe

Testing of M.S. / C.I. / D.I / P.V.C. /D.W,C, 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.

100mm diameter

150mm diameter

200mm diameter

250mm diameter

90 mm HDPE 100 PN 6 Pipe

110 mm HDPE 100 PN 6 Pipe

125 mm HDPE 100 PN 6 Pipe

140 mm HDPE 100 PN 6 Pipe

160 mm HDPE 100 PN 6 Pipe

180 mm HDPE 100 PN 6 Pipe

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 Engineer.

Plain Cement Concrete 1:2:4 (one cement, two fine aggregates and four coarse aggregates) using 20mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges etc., complete as per standard specification

DI Flow rate Limit control Valve (PN10/16) with the function to limit the flow rate to a set point. In case the downstream demand increases beyond the set limit, the valve closes down to bring the flow back to set limit. The valve shall have an orifice plate and the orifice diameter is designed based on the set point as per the requirement and installed downstream of the control valve. “Manufacture supply and delivery of DI D/F Diaphragm type own medium controlled Flow rate 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. 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, orifice plate shall be as per the set point of flow rate and 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 self-cleaning filter to avoid possibility of dirt build up inside the control tubing. TWAD P77

100 mm diameter

150 mm diameter

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 self- cleaning filter to avoid possibility of dirt build up inside the control tubing

Supply, delivery to site, fixing & Commisioning of CI sluice valve to pressure rating PN1.6 with ISI mark, for isolation confirming to IS 14846/2000 with necessary rubber insertions, bolts & nuts including loading & unloading ,transporting charges taxes & duties etc. complete at site as per standard specification and as directed by engineers of the following sizes.

80mm sluice valve

100mm sluice valve

200mm sluice valve

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 mode and a backlit display that continuously displays “Rate of Flow” and “Total Volume”. Converter shall be supplied with a programmable low flow drop out, higher flow and empty pipe zero return. The signal converter housing should be die-cast aluminum with glass window. The converter cum transmitter should be fully programmable from the front facia. The programming should be user friendly, self-prompting menu driven. Flow meter test calibration certificate from FCRI, flow test lab / NABL accredited lab to be furnished.

Valve pit of size -0.90mx0.90mx1.10m

Construction of Pump Room

Brick work in CM 1:5 (one cement and five 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 Superstructure and as directed Departmental Engineers.

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 Departmental Engineerss.

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 Departmental Engineer.

A) Ellis Pattern flooring with 20mm thick in Cement Concrete 1:2:4 Mix using 3 to 10 mm Stone Jelly Chips and top surfaces rended smooth in Cement – 10m2 ( no sand to be used )

Special ceiling plastering with CM 1:3 (one cement and three sand) 10 mm thick including labour charges for mixing, finishing , curing etc., complete and as directed by Departmental Engineers.

White washing two coats using fine screened shell lime for the new plastered surface for inner and outer side of the room including the cost of materials labour charges etc., complete and as directed by Departmental Engineers.

Supplying and fixing of steel Doors two leaves including all cost , with fitting etc complete as directed by Departmental Engineer (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 Departmental Engineer (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 Departmental Engineer.

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 Departmental Engineer.

Wiring with 2x4 sqmm(56/0.3) PVC insulated SC unsheathed Cu.Conductor cable of 1100V grade in suitable pipe on wall and ceiling with PVC accessories with 150 mm x 100 mm x 63mm TW switch box for 15 A 3 pin non inter locking CS plug with painting of suitable colour, with continuous earth wire connection of 14 SWG TC wire for open PVC power plug point. (SD-38)

Supply and Fixing of WT Bulk Head Fitting with guard (Philips / Bajaj / K. Lite) Suitable for 11W CFL Lamp with CFL (SD-82)

Supply and fixng of TNEB Meter Board suitable for 3 Phases 200A service connection made up of suitable angle iron frame work of size 3 feet x 2 feet using angle iron of size 1 1/2" x 1 1/2" x 1/4" rigidly fixed on wall covered with hylem sheet of size 3 feet x 2 feet of 12mm thickness with necessary bolts and nuts supports and supply and fixing of 3 Nos 200A fuse units (500V) 1 No. Neutral link, copper earth flat of size 1" x 1/4" with inter connection of EB meter to fuse units by 19/16 PVC insulated copper wire with earth connection complete - SD 130

Providing House service connection with suitable dia non corrosive engineering plastic moulded Clamp Saddle with SS 304 threaded metal inserted for tapping outlet suiting for ½”, 3/4” &1” clear bore and with wide plastic strap (Engineering Plastic) with SS 304 suitable bolts & nuts. Saddle to have sealing of Thermo plastic elastomeric (TPE) material around including road cutting, replacement of utilities, providing house service connection, refilling, restoration of roads / drains, testing etc complete with the following materials

Supply and delivery of Open well 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 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 three phase, 50Hz (±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 with lifting arrangement as directed Engineer Incharge

444.7 lpm against a total head of 32 m

2186 lpm against a total head of 30 m

Supply and delivery of direct online starter confirming to IS13947, IEC60947-1 and as amended thereafter with 5 HP or Suitable rating for operation in AC/Three Phase/50HZ(± 5%) and 415 V(±10%) including Ammeter, Voltmeter, Thermal Overload relay, 16 Amps 2 pole Magnetic Contactor with under Voltage protection, Indication lamp, starting capacitor, running capacitor and On/Off Push button switches, 5 way connector, wiring with 1 sq. mm/1.5 sq. mm copper PVC insulated cable, powder coated vermin proof box including the capacitor (the cost of capacitor is to be taken separately).

5 HP or Suitable capacity

25 HP or Suitable capacity

Supply, delivery, erection, testing and commissioning of following sizes of power shunt capacitor for power factor improvement, suitable to operate on 415V, 3Ph,50Hz A/C supply, on suitable angle iron frame-works (37.5 mm x 37.5 mm x 6.24mm ) at a height of 0.25m from the ground, including earthing and incidental civil works etc., complete.

Supplying and fixing of following capacity Triple Pole fuse carrier in MS Sheet steel encloure with provision for accommodating the TNEB meter including earthing etc., complete as per TANGEDCO which includes LT meter panel board

Supplying and fixing of following capacity Triple Pole SFU with fuses on suitable angle iron frame with earth connection only.

Supplying and laying following LTUG cables in a trench to be excavated at a depth of 2 ½ ' putting 6” layer of sand and covering the cable with brick and sand refilling the earth to make good as directed.

DO - 3 ½ core 50 sq.mm. for PS(Incomer) - 2 Runs

DO - 3 core 4 sq.mm - Panel to Starter (PS) &Starter to Junction Box (PS)

DO - 3 core 4 sq.mm - Starter to Junction Box (PS)

Run of 2 of 2.5 sq mm PVC unsheathed copper single core cable in PVC pipe for mains with continuous earth connection by 14 SWG wire From the MCB DB to the Switch boards in office, store,and 16A power socket.

Wiring with 1.5 sq mm PVC insulated single core copper cables of 650 V Grade on suitable rigid PVC pipe on wall and ceiling with PVC accessories, with MS switch box covered with 3 mm thick hylam sheet with continous earth wire connection of 14 SWG TC wire.

Light points

Supply and connection of earthing conductor including two coats of approved painting and laying between earth pit and equipment.

25 x 6 mm GI Flat

Specials for Pump Houses

Supply, conveying and fixing CI specials as per the latest revision of IS 1538 including with ISI markings on it including earthwork excavation, lowering into the trenches, aligning, refilling the trenches with excavated soil, watering and ramming to consolidation, etc.

100 x 150 mm D/F taper

150 x 150 mm Flange Equal tee

150 mm D/F 90o Bend

150 mm dia CI blank flange

150 x 200 mm D/F taper

200 x 200 mm Flange Equal tee

200 mm D/F 90o Bend

200 mm dia CI blank flange

Supply, conveying and fixing following CI pipes as per latest revision of IS 1536 with ISI markings on it excluding earthwork excavation

150 mm D/F C.I cut pipe - 0.5m long

150 mm D/F C.I cut pipe - 1.0m long( For each pump 6 mtr + 3 mtr)

200 mm D/F C.I cut pipe - 0.5m long

200 mm D/F C.I cut pipe - 1.0m long( For each pump 6 mtr + 3 mtr)

Supplying, delivery and installation at site, conveying and fixing the CI sluice valves as per IS 14846/2000 PN 1 with ISI marking including loading, transportation charges and stacking etc complete as per specifications

150mm Sluice valve

Supplying, delivery and installation at site, conveying and fixing the CI D/F Reflux valves as per IS 5312/Part I /84 with Bye-pass arrangements with ISI marking including loading, transportation charges and stacking etc complete as per specifications

150 mm dia CI non-return valve

200 mm dia CI non-return valve

Supplying, delivery and installation at site, conveying and fixing the CI double air valve as per IS14845/2000 with ISI marking including loading, transportation charges and stacking etc complete as per specifications

100mm Double Air valve