IMPROVEMENT OF WATER SUPPLY SYSTEM TO KILKUNDA TOWN PANCHAYAT, NILGIRIS DISTRICT

Amount

Supply,delivery of DUCTILE IRON SOCKET/SPIGOT PIPES FOR CLASS K9 for potable water supply as per IS specification no. 8329 /2000 and as amended from time to time with ISI marking of the following sizes and for delivery at site including loading, unloading, freight stacking, conveyance to the work site etc., complete as directed by the Engineer-incharge.

150 mm DI K9 Class S/S Pipe

Supply,delivery of DUCTILE IRON CLASS PN10 FLANGED PIPES for potable water supply as per IS specification no. 8329 /2000 and as amended from time to time with ISI marking of the following sizes and for delivery at site including loading, unloading, freight stacking, conveyance to the work site etc., complete as directed by the Engineer-incharge.

100mm DI PN10 Class Pipe / 5 M Length

150mm DI PN10 Class Pipe / 5 M Length

Supply,delivery of M.S PIPES M.S.PIPES SPERAL/ LONGITUDIDNAL WELDING AS PER IS 3589/2001 WITH INTERNAL LINING AND EXTERNAL COATING MADWITH FE41O and as amended from time to time with ISI marking of the following sizes and for delivery at site including loading, unloading, freight stacking, conveyance to the work site etc., complete as directed by the Engineer-incharge.

323.9 x 7.1 m MS pipe for Encasing 150 mm DI D/F PN10 Class pipe

Supply,delivery of DUCTILE IRON CLASS PN10 FLANGED PIPES for potable water supply as per IS specification no. 8329 /2000 and as amended from time to time with ISI marking of the following sizes and for delivery at site including loading, unloading, freight stacking, conveyance to the work site etc., complete as directed by the Engineer-incharge.

50 mm GI Medium Class Pipe

65 mm GI Medium Class Pipe

80 mm GI Medium Class Pipe

100 mm GI Medium Class Pipe

125 mm GI Medium Class Pipe

150 mm GI Medium Class Pipe

Supply, delivery of Ductile Iron Specials As Per IS 9523/2000 including unloading, transportation and stacking charges, conveyance to work site etc., complete as directed by the Engineer in charge.

DI D/S Specials (100 mm to 200 mm)

Supply, delivery of GI Specials As Per IS 1239/ PART II including unloading, transportation and stacking charges to work site etc., complete as directed by the Engineer in charge.

GI Reducer (Medium) 65 mm x 50 mm

GI Reducer (Medium) 80 mm x 65 mm

GI Reducer (Medium) 100 mm x 80 mm

GI Reducer (Medium) 125 mm x 100 mm

GI Reducer (Medium) 150 mm x 100 mm

GI Equal Tee Plain 50 mm

GI Equal Tee Plain 65 mm

GI Equal Tee Plain 80 mm

GI Equal Tee Plain 100 mm

GI Equal Tee Plain 125 mm

GI Equal Tee Plain 150 mm

G.I. Flange set 50 mm

G.I. Flange set 65 mm

G.I. Flange set 80 mm

G.I. Flange set 100 mm

G.I. Flange set 125 mm

G.I. Flange set 150 mm

Rubber sheet for Flange set 50 mm

Rubber sheet for Flange set 65 mm

Rubber sheet for Flange set 80 mm

Rubber sheet for Flange set 100 mm

Rubber sheet for Flange set 125 mm

Rubber sheet for Flange set 150 mm

GI Bend 50 mm

GI Bend 65 mm

GI Bend 80 mm

GI Bend 100 mm

GI Bend 125 mm

GI Bend 150 mm

GI Union 50 mm

GI Union 65 mm

GI Union 80 mm

GI Union 100 mm

GI Union 125 mm

GI Union 150 mm

GI Coupling 50 mm

GI Coupling 65 mm

GI Coupling 80 mm

GI Coupling 100 mm

GI Coupling 125 mm

GI Coupling 150 mm

GI Plug Dia Head Taper Thread 65 mm

Supply and Delivery of GM Gate Valve

50 mm GI GM Gate Valve

65 mm GI GM Gate Valve

80 mm GI GM Gate Valve

100 mm GI GM Gate Valve

125 mm GI GM Gate Valve

150 mm GI GM Gate Valve

Manufacture, Supply and Delivery of Tamper proof DI single chamber double orifice triple function (ventilating, admiting & ventilating during operation) air release valve with pressure rating PN 10/16 with body and cover made of Ductile Iron of Grade GGG 40 or GGG 50, 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 for TWAD Board works anywhere in Tamil Nadu and with 5 years warranty

50 mm DI Single Chamber Valve

65 mm DI Single Chamber Valve

80 mm DI Single Chamber Valve

Earth work excavation and depositing on bank with an initial lead of 10m and initial lift of 2m inthe following classification including otherincidental charges such as barricading etc excluding refilling in hard stiff clay,stiff black cotton,hard red earth, shales, murram, gravel, stoneyearth and earth mixed with small size boulders and hard gravelly soil complete as directed by the Engineer in Charge.

65 mm GI Medium Class Pipe

80 mm GI Medium Class Pipe

100 mm GI Medium Class Pipe

125 mm GI Medium Class Pipe

150 mm GI Medium Class Pipe

323.9 x 7.1 m MS pipe for Encasing 150 mm DI D/F PN10 Class Pipe

Refilling with excavated soil (other than sand) complying with standard specification in layers of 15cm watered well rammed and consolidated after the pipes and specials are laid,jointed and tested etc. and removing and depositing the surplus earth complete as directed by the Engineer-in-charge.

65 mm GI Medium Class Pipe

80 mm GI Medium Class Pipe

100 mm GI Medium Class Pipe

125 mm GI Medium Class Pipe

150 mm GI Medium Class Pipe

323.9 x 7.1 m MS pipe for Encasing 150 mm DI D/F PN10 Class Pipe

Lowering GI pipes and specials to trench and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.

50 mm GI Medium Class Pipe

65 mm GI Medium Class Pipe

80 mm GI Medium Class Pipe

100 mm GI Medium Class Pipe

125 mm GI Medium Class Pipe

150 mm GI Medium Class Pipe

Lowering DI pipes and specials to trench and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.

150 mm DI K9 Class S/S Pipe

Lowering MS pipes and specials to trench and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.

65mm dia. GI Medium Pipe B Class

Lowering MS pipes and specials to trench and laying to proper grade and alignment complete as per standard specifications and as directed by the Engineer in Charge.

50 mm GI Medium Class Pipe

Cutting of GI pipe

Threading of GI pipe

65 mm GI Medium Class Pipe

Cutting of GI pipe

Threading of GI pipe

80 mm GI Medium Class Pipe

Cutting of GI pipe

Threading of GI pipe

100 mm GI Medium Class Pipe

Cutting of GI pipe

Threading of GI pipe

125 mm GI Medium Class Pipe

Cutting of GI pipe

Threading of GI pipe

150 mm GI Medium Class Pipe

Cutting of GI pipe

Threading of GI pipe

Jointing the DI S/S pipes and specials with rubber gaskets (tyton joint) including cost of lubricants, cost of jointing materials and testing to the required pressure with water etc., complete as per standard specifications and as directed by the Engineer in Charge.

150 mm DI K9 Class S/S Pipe

Testing of M.S. / C.I. / D.I / P.V.C. / H.D.P.E / pipes with hydraulic testing equipment by filling with waterand 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 diametres of pipes.

50 mm GI Medium Class Pipe

65 mm GI Medium Class Pipe

80 mm GI Medium Class Pipe

100 mm GI Medium Class Pipe

125 mm GI Medium Class Pipe

150 mm GI Medium Class Pipe

150 mm DI K9 Class S/S Pipe

Disposal of surplus earth including loading & unloading, conveyance within a distance of 5 Km and spreading as directed by the Engineer in Charge. For Pipe Quantity and Road Restoration

Labour charges for cutting open roads in BT / WBM for laying of water supply pipe line measurement as directed by the Engineer in Charge.

P.C.C 1:4:8 (one cement, four sand and Eight coarse aggregate) using Ordinary Portland cement and 40 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the engineer in charge.

Below GL upto 1.5 m Depth

Below GL 4.50 M to 9.00 m Depth

P.C.C 1:2:4 (one cement, two sand and four coarse aggregate) using Ordinary Portland cement and 20 mm H.B.G stone including mixing concrete, laying, curing and compacting of concrete etc., complete and as directed by the engineer in charge.

Below GL upto 1.5 m Depth

Above GL upto 4.5 m Depth

BARRICADING FOR PIPELINE WORKS FOR THE WSS WORK: 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 rows including painting the vertical poles in the road facing 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 and as directed by the engineer in charge.

BARRICADING FOR PIPELINE WORKS FOR THE WSS WORK: 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.

House Service Connection in Distribution Main

1.Labour for cutting open road for laying water mains or sewer.B.T. Roads

2.Supply and Delivery of MS Saddle Piece

3.Supply, delivery of Brass Ferrule as per IS 319 grade of sizes 15mm, 20mm and 25mm size and threaded as per IS :554 BSPT, ISO:7-1 to suit the corresponding bore sizes of 15mm dia size ( 1/2", ) in the saddle Connection .as per IS :554 BSPT, ISO:7-1

4.Labour charges for drilling, cutting, Threading and Fixing Ferrules in distribution pipes.

5.Supply, delivery of GI Union as per AS PER IS 1239/PART II

6.Supply, delivery of GI Bend

7.Supply, delivery of GI Pipe (Medium) as per IS 1239/PART I/2004

8.Lowering GI pipes and specials in the trenches and laying to proper grade and alignment, jointing with GI Specials and as directed by the Departmental Officers.

9.Cutting of GI Pipes

10.Threading of GI Pipes

11.Supply and Delivery of GM Gate Valve AS PER IS BS 5154 and related IS Specifications

Providing anchorage arrangements for the feeder main cover pipe

Earthwork excavation below water level in light or sandy soil for infiltration gallery, syphon or connecting pipe line and connected works including shoring and strutting and charges for special tools and plants for bailing/ pumping etc., such as air compressor and helmet and as directed by Department officers.

Drilling of borewells of size 4" to 5" dia in sedimentary formation using hand boresets including insertion of casing pipes etc and as directed by Department officers.

Supply of the following GI PIPES (MEDIUM) Pipe as PER IS 1239/PART I/2004 and as directed by Department officers.

PCC 1: 2: 4 (one cement, two sand and four aggregates) using 20 MM ISS Guage HBG Stone jelly including cost of all materials at site and labour charges for mixing, laying, compacting, finishing, curing etc, complete and as directed by Department officers.

Supply and fabrication charges for making clampset sitable for Connecting main including cost of bending drilling holes suitable for bolts, painting one coat of red oxide etc complete and as directed by Department officers.

Angle of size 100 x 100 x 10 mm

Clampset For 325 mm MS pipe

Clampset For 125 mm GI Pipe

Supply of 16 mm rod inside 125 mm GI pipe for Support

Supply of 16 mm dia x 65 to 90 mm length fully threaded bolts and nuts with 2 Nos.

Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B with intial lead and lifts and cleaning and levelling the site and refilling etc.,complete

First Depth of 2 M

Earth work open well excavation, complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metres in Sand, silt or other loose soil, Wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil complete and as directed by Departmental Officers

First Depth from 0 M to 2 M

Earth work open well excavation, complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metres in Soft disintegrated rock,laterite,soft rock or kankar,not requiring blasting complete and as directed by Departmental Officers.

First Depth from 0 M to 2 M

Depth from 2 M to 4 M

Depth from 4 M to 6 M

Earth work open well excavation, complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metres in Medium Rock and Dense Medium Rock not requiring blasting complete and as directed by Departmental Officers.

Depth from 6 M to 8 M

Depth from 8 M to 10 M

Earth work open well excavation, complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metres in Dense Medium Rock requiring blasting complete and as directed by Departmental Officers

Depth from 8 M to 10 M

Depth from 10 M to 12 M

Depth from 12 M to 14 M

Earth work open well excavation, complying with relevant clauses of T.N.D.S.S. Well sinking and with lead upto 10 metres in Hard Rock requiring blasting complete and as directed by Departmental Officers

Depth from 14 M to 16 M

Depth from 16 M to 18 M

Depth from 18 M to 20 M

Providing and laying in position Standardised Concrete Mix M-20 Grade in accordance with IS 456 - 2000 using 20mm and down graded hard broken granite stone jelly for all RCC items of works with minimum Ordinary Portland Cement (OPC) content of 325Kg/ cum and maximum water cement ratio of 0.55 including admixture (Plasticiser / super plasticiser) in recommended proportions as per IS 9103 to accelerate, related setting of concrete, improve workability without impairing strength and durability with about (5.0cum), 7730Kg of 20mm machine crushed stone jelly and with about (3.3 cum), 5156kg of 10 - 12mm machine crushed stone jelly and with about (4.79cum) 7670 kg of sand, but excluding cost of reinforcement grill and fabricating charges centering and shuttering

but including laying, vibrating with mechanical vibrators, finishing, curing, etc and providing fixtures like fan clamps in the RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (No separate payment will be made by the Department for the excess usage of materials) (DATA-4)

Below GL upto 1.50 m Height

Above GL 0 - 4.50 M

RCC floor / roof slabs wherever necessary without claiming extra cost etc., complete complying with standard specification and as directed by the Engineer incharges - The Coarse and Fine aggregates to be used should comply with the requiremnents of IS staandards. (DATA-5)

Below GL upto 1.50 m Height

Below GL 1.50 - 4.50 M DEPTH

Below GL 4.50 - 9.00 M DEPTH

Above GL 0 -4.50 M

Above GL 4.5 -7.32 M

Supply, delivery fabrication and placing in position of MS, RTS rods for reinforcement for binding ring, pilasters, roof slab and well curb including cost of binding wire etc. complete and as directed by Departmental Officers.

Providing steel centering using MS plate of size 90 cm x 60 cm - 13G to 10G thick welded with 25 cm x 3 mm MS angles supported with country wood scantling of size 10 cm x 6.5 cm at 50 cm c/c strutting with casuarinas props of 10 cm to 13 cm dia etc. complete and as directed by Departmental officers.

Plain Surface

Curved Surface

Supply and fixing of M.S Grills with one coat of Red oxide with Primer including all costs such as welding,grinding and fabrication charges, cost and conveyance of all materials to site etc,complete as per standard specification.

Painting two coats with Ready Mixed Enamel Paint over the new iron works of approved quality and colour without priming coat including the cost all materials etc.,complete, in all floors.

Supply and fixing of CI manhole cover of size 0.60 x 0.60 m with locking arrangements including the cost of RI sheet and fixing at the edges etc. complete and as directed by Department. officers. (heavy type)

Painting two coats for Exterior surface with approved Exterior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification.

Painting two coats for Interior surface with approved Interior Plastic Emulsion paint approved quality and colour over a priming coat, including thorough scrapping, clean removal of dirt, etc complete and including necessary plaster of paris, putty, wherever required etc, complete as per standard specification. and as directed by the Departmental Officers. (DATA-12)

Supply and fixing of CI steps to be embedded in the wall of the infiltration well (inside) with vertical clearance of 0.30 m c/c and horizontal clearance of 0.38 mc/c in staggered manner etc. complete and as directed by Departmental officers.

Providing GI ventilating arrangement of size 0.10m and as directed by the Departmental officers

Supply and delivery of 100mm GI Pipe nipple - 0.5 m

Supply and delivery of 100 mm GI Pipe nipple - 0.30 m

Supply and delivery of 100mm GI Tee - 1 No

Supply and delivery of 100 mm GI Bend - 2 No

Cutting of GI pipe - 3 No

Threading of GI pipe - 5 No

Labour charges for fixing

Refilling the sides of foundation with excavated earth (other than sand) in layers of 15cm thick,watered well rammed and consolidated etc. complete complying with standard specification removing and spreading the surplus earth at the placed shown and as directed by the dept officers.

Supplying and filling in foundation and basement with stone dust in layers of not more than 15cm thick well rammed watered and compacted etc., complete complying with standard specification and as directed by the Departmental Officers.

Brick work in CM 1:5(One Ordinary Portland Cement (OPC) & Five Sand) using ground moulded Second Class Country bricks of size 9'' x 4 3/8'' x 2 3/6'' standard specification including finishing, curing, etc., complete complying with standard specification and as directed by the Departmental Officers. Above GL upto 4.50 m Height

Plastering with CM 1:5 mix 12mm thick for walls inside complying with standard specification and as directed by the Departmental Officers.

Special ceiling plastering with CM 1:3 mix 10mm thick complying with standard specification and as directed by the Departmental Officers.

Weathering course with concrete broken brick jelly of 20mm size in pure slaked lime (No sand to be used) over roof slab the proportion of brick jelly to lime being 32:12.5 for required depth of 80mm for giving required slope and thickness to roof as required.

Finishing the top of roof with one course of machine pressed tiles of size 200 mm x 200 mm x 20 mm of approved quality in Cement Mortar 1:3 (One part of Cement and Three part of Plastering Sand (P- Sand)), 12 mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete.

Supply and Delivery Fabrication of MS doors and windows with outer frame and shutter frame in MS angle of size 40mm x 40mm x 6 mm with MS flat 25mm x 25mm x 6mm and MS sheet of 18 gauge including ventilating arrangements using 20mm square MS rods with locking arrangements including two coats of approved enamel paint over coat of red oxide including cost of angles, plates, sheets, fabrication charges, cost of hold fast and transportation charges etc., complete.

Fully panelled double leaf Door - D - 1.00 m x 2.00m

Fully panelled double leaf window W1 - 0.90 x 1.20m

Fully panelled single leaf Ventilator - V -0.45 m x 0.60 m

Providing and fixing of RCC ladder in M20 using 20mm HBG stone including cost of reinforcement, placing grill in position, centering shuttering charges, mixing concrete curing etc., to required height and clear width of 4Scm consisting of two Nos. of vertical post of 10cm x lScm and step slab of 2Smm x 25mm etc., complete and as directed by Dept officers.

RCC Outside Ladder (5.00 m Height)

Supply of Pumpsets and Electrical Items

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 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, complete as directed by Departmental Officers.

1000 LPM x 100 M - 28 HP - 21 kw for Proposed Open Well nearby Kundhapalam Bridge

1000 LPM x 100 M - 28 HP - 21 kw for Proposed GLSR at Kundhapalam

1000 LPM x 100 M - 28 HP - 21 kw for Proposed GLSR at Balacola

1000 LPM x 100 M - 28 HP - 21 kw for Proposed Open Well nearby Kundhapalam Bridge

1000 LPM x 100 M - 28 HP - 21 kw for Proposed GLSR at Kundhapalam

1000 LPM x 100 M - 28 HP - 21 kw for Proposed GLSR at Balacola

Supply and delivery of Power capacitor for power factor improvement with oil filled with discharge resistance 3 phase 415 / 440V 50 HZ conforming to ISS with ISI marking complete as directed by Departmental Officers.

Providing TWIN CI EARTHING as per IS 3043/1987 and Latest amendments,complete, as directed by Departmental Officers.

Above 25 HP to 60 HP installation

Supply and delivery of L.T. Cables 1.1 KV Grade Armoured Aluminium conductor cross linked Poly Ethylene insulated PVC sheathed cables confirming to IS 7098 (Part I)/1988 with ISI marking, complete and as directed by Departmental Officers.

3 Core 50 Sq.mm LT Cable

Laying of Electrical Cables in trenches inside the pump room or in air, complete. and as directed by Departmental Officers. Up to 95 sq.mm.

3 Core 50 Sq.mm LT Cable

Jointing of L.T.Cables 1.1 KV Grade Armoured Aluminium conductor cable confirming to IS 1554/ Part 1 with ISI marking, complete. and as directed by Departmental Officers.

3 Core 50 Sq.mm LT Cable

Supply and run of 4 sq. mm (56/ 0.3) PVC insulated SC unsheathed copper conductor of 1100v on 7/20 GI bearer wire for service connection mains, complete. and as directed by Departmental Officers.

Supply and run of 4 of 4 sq. mm (56/ 0.3) PVC insulated SC unsheathed copper conductor of 1100v grade I 25mm dia GI pipe (Class B) bend at both ends with necessary anlgle iron up right and end support for mains complete. and as directed by Departmental Officers.

Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days complete and as directed by Departmental Officers.

Above 20 HP to 30 HP

Supply and Delivery of Horizontal Three Phase Distribution Board with MCBS 4 way / 6 way / 8 way / 12 way TPMCB sheet steel distribution boards Flush type / Surface type fitted with Bus bars and Neutral links with single/ three phase MCB outgoings and separate 4 way provision for accommodating one No. 4 pole incoming MCB / Isolator and another separate 4 way provision for accommodating one No. 4 pole ELCB / RCD with label holder and provisions for taking up cable for size not less than 35 sq.mm. complete with Metal door cover with IP 42 protection as directed by TWAD Board Officers - Legrand (MDS)/ HAGER (L&T) - 4 ways 3 Phase DB .

Supply and delivery of Change over switches complete and as diected by Departmental Officers.

63 Amps 3 phase 500 Volt 4 pole to the pumpset

Supply and delivery of LT/LTCT METERING BOX as per IE rules and TANGEDCO norms-Up to 50HP/37 KW (which includes LT meter panel board, 6 Nos. suitable fuse carriers).

Supply and delivery of 150mm dia Pressure Gauge and Vaccum guage including all accessories as per specification (For Suction and Delivery to be mounted on wall on Teak Wood Board) complete as directed by Departmental Officers.

Supply , delivery and fixing of GI/CI D/F pipes and specials for providing pipe connection for the pumpset, complete and as directed by Departmental Officers.

100 mm DI D/F Pipe from Suction Side to 100 mm Diameter Gate Valve, Reflux Valve in Delivery Side to 150 mm Outlet with necessary specials and joints for Open Well

1000LPM x100 M-28HP- 21kw for Proposed Open Well Nearby Kundahpalam Bridge

SUCTION SIDE

100 mm DI.DUCK FOOT BEND - 2 Nos

100 mm X 2 M DI. D/F PIPE - 24 Nos

100 mm DI.D/F 90 DEG BEND - 2 Nos

100 mm X 1 M DI. D/F PIPE - 3 Nos

100 mm DI.D/F 90 DEG BEND - 2 No

100 mm X 2 M DI. D/F PIPE - 2 Nos

100 mm DI.DUCK FOOT BEND - 2 Nos

DELIVERY SIDE

100 mm DI D/F Gate Valve - 2 Nos

100 mm DI D/F Non - Return Valve - 2 Nos

100 mm DI.D/F 90 DEG BEND - 1 No

100 mm X 0.3 M DI. D/F PIPE - 1 No.

100 mm X 100 mm X 100 mm DI.A/F TEE - 1 Nos

100 mm X 1 M DI. D/F PIPE - 1 No.

100 to 150 mm DI D/F Eccentric Enlarger - 1 Nos

150 mm DI Flanged Spigot - 1 Nos

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 100 mm DI Flanged Socket - 1 Nos1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 100 mm - 43 No.

Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials) - 200 mm - 1 No

100 mm DI D/F Pipe from Suction Side to 100 mm Diameter Gate Valve, Reflux Valve in Delivery Side to 150 mm Oulet with necessary specials and joints for GLSR a.1000 LPM x 100 M - 28 HP - 21 kw for Proposed GLSR at Kundhapalam b.1000 LPM x 100 M - 28 HP - 21 kw for Proposed GLSR at Balacola

SUCTION SIDE

100 mm DI.DUCK FOOT BEND - 2 Nos

100 mm X 2 M DI. D/F PIPE - 4 Nos

100 mm DI.D/F 90 DEG BEND - 2 Nos

100 mm X 1 M DI. D/F PIPE - 3 Nos

100 mm DI.D/F 90 DEG BEND - 2 No

100 mm X 2 M DI. D/F PIPE - 4 Nos

100 mm DI.DUCK FOOT BEND - 2 Nos

DELIVERY SIDE

100 mm DI D/F Gate Valve - 2 Nos

100 mm DI D/F Non - Return Valve - 2 Nos

100 mm DI.D/F 90 DEG BEND - 1 No

100 mm X 0.3 M DI. D/F PIPE - 1 No.

100 mm X 100 mm X 100 mm DI.A/F TEE - 1 Nos

100 mm X 1 M DI. D/F PIPE - 1 No.

100 to 150 mm DI D/F Eccentric Enlarger - 1 Nos

150 mm DI Flanged Spigot - 1 Nos

Jointing the C.I/ D.I Double flanged pipes and specials with rubber insertion to with IS-638(1979) and M.S. bolts and nuts of IS 100 mm DI Flanged Socket - 1 Nos1364-1(2002), including cost of jointing materials such as bolt and nuts Rubber insertion and labour charges etc., complete. - 100 mm - 25 No.

Jointing the C.I/ D.I-S/S pipes and specials with neat cement or cement mortar and spun yarn including caulking the joints, curing. (including cost of jointing materials) - 150 mm - 1 No

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 ) complete in accordance with the specification and as directed by the Departmental Officers.

KEYEM INFRA PROJECT PRIVATE LIMITED (BID ID -1100187)