15th Finance Tied Basic Grant IInd Instalment 2022-2023 (Water Supply) Panamarathupatty Town Panchayat

Amount

Geophysical Investigation charges including preparation of Geophysical report as per TWAD Board type circular including all cost of transportation and handling charges etc.,complete

Drilling of 150mm(6") dia Vertical clear bores in Hard rock in any habitation any where in Salem District to any required depth as directed by the officers concerened including labour charges for inserting M.S/P.V.C Casing pipes to any reauired depth , assembilling in the drilled hole including welding joints if necessary grouting the casing pipes including conducting proper yield test at final depath (by providing 90 ' V' Notch fitted in a formed channel and the correct yield at the time of free flow in the channel while flushing the bore after completion of drilling process should be ascertained of and reported )including Bore cover transportation,crew and fuel charges for rigs and supporting Vechicles from one place to another etc., Complete and as directed by officers Concerned.

Upto 150M below ground level

from 151 M to 180m

from 181 M to 190m

Supply and delivery of 150mm OD 6KSC PVC casing pipe (RS) for bore well including cost and conveyance of materials and labour charge for errection of casing pipe etc., Complete as per Standard Specification

Supply and delivery of wet type (50 lpm x 175 m head) submersible pumpset with motor and confirming to IS 8034/2002 with ISI marking with D.O.L pannel board as per standard specification. The pump set should be supplied with 5M flat submersible motor etc.,complete. complying with std. specifications.(63167+15573).

Supply and delivery of 4.00sqmm flat type PVC insulated 3core copper cable confirming to IS694/1990 with ISI Marking suitable for submersible pump set etc complete

Supplying and fixing in pisition of the following PVC and G.I specials best approved quality conforming to ISS and providing leak proof joint with PVC adhesive etc., complete complying with standard specification.

50 MM UPVC pipe

Borewell cove plate

Borewell Clamp

50mm G.I Elbow

50mm G.I Nipple

50mm Non Return Valve

50mm G.I Union

50mm Bend

50mm PVC fTA

32mmx63mm PVC Reduer

50mm Gate Valve

20mm GI Pipe

20mm Ball Valve

20mm GI Bend

90mm 6 KSC PVC Pipe

90mm 6 KSC PVC TEE

90mm 6 KSC PVC Elbwe

HDPE TANK 1000 LIT

80 mm Gate valuv

50mm GI Pipe

Supply and run of 4 x6 sq.mm.(56Nos/0.3mm.Dia) PVC insulated single core unsheathed copper conductor cable of 1100 V on 7/20 G.I. bearer wire for service connection mains (SD 68)

Supply and Run of 4x6 sq.mm(84/0.3) PVC insulated Sc unsheathed Cu.Conductor of 1100V grade in 32mm dia G.I pipe ("B"class) suitable bend at both ends with necessary angle iron up right and end supports for mains.SD-73)

Construction of pedestal for Kiosk as per standard type design including ,E,W , P.C.C.1;4;8 Mix B.W,Plastering,Cement painting for PedestalOf Size(0.75x0.45x1.2) and all other materials cost and all other labour charges etc., complete with standard specification

Construction of pedestal for Pedestal HDPE Tank as per standard type design including ,E,W , P.C.C.1;4;8 Mix B.W,Plastering,Cement painting for PedestalOf Size(0.75x0.45x1.2) and all other materials cost and all other labour charges etc., complete with standard specification

Supply and delivery of MS Kiosk of size 0.75m x 0.45m x 0.75m made up of MS angle of size 50mm x 50mmx 4mm alround covered with 16 gauge MS sheet and kiosk door made up of MS plates of size 25 mm x 3 mm including cutting, welding, grinding, locking arrangements etc.,

Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable withproper 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.

Earth work excavation for foundation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc. complete. complying with std. specifications.

Towards labour charges for laying of pipe line with specials to proper slopes and gradients including all cost and conveyance etc.,complete as per standard specification.

Refillng with excavated earth after laying the pipes into the trenches including all labour charges etc., Complete as per Standard Specifications.

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