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| 1 | Supply and delivery of wet type 20LPMx125m Headx2.00 HP mm submersible pumpset with motor and confirming to IS 8034/89 and IS 9283/79 with ISI marking |
| 2 | Single phase panel board (2.0 HP) withD.O.Las per standard specification. The pump set should be supplied with 5Mflat submersible copper cable. |
| 3 | Supply and delivery of 4.00 sq mm Water Proof cable. |
| 4 | Supply and delivery of following pipe pipe line materials(with ISI mark) etc complete. 32 mm GI pipe with B class |
| 5 | 32mm dia G.I Elbow |
| 6 | 32mm G.I Capling |
| 7 | 32mm G.M Non Retrun valve |
| 8 | 32mm dia G.Ibend with coupler |
| 9 | 32mm dia G.I union |
| 10 | 32mm G.M Gate valve |
| 11 | 20mm GI pipe with coupler medum class |
| 12 | 20mmG.I Coupling |
| 13 | 20mm CICP Tap |
| 14 | 32mm HDPE hose |
| 15 | 25mm pvc pipe |
| 16 | 19mm nylon rope |
| 17 | 32 mm HDPE hose coller |
| 18 | 32 mm HDPE hose clip |
| 19 | 1000liter H.D.P.E water tank with ISI mark (1270/1996) |
| 20 | Labourcharge for the erection of submersible pump set in bore well including fixing and jointsubmersible cable with proper clamps upto staterto require depth and also fixing of raiser pipesto the required depth valve erection clamp pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICNswitches starter Voltmeter, Ammeter, three pilot(indicating) lamps capacitor single phase preventor, water level guard and laying and jointing the cable and twin earthing as per IS rules etc complete. |
| 21 | Supply and Run of 2x4 sq.mm(84/0.3) PVC insulated Sc unsheathed Cu.Conductor of 1100V grade in 25mm dia G.I pipe (Bclass) suitable bend at both ends with necessary angle iron up right and end supports for mains. |
| 22 | Supply and Run of 2x4 sq.mm(84/0.3) PVC insulated Sc unsheathed Cu.Conductor of 1100Von 7/20 Gibearer wire for service connection mains. |
| 23 | Supply and fixing of following electrical materials 16Amps MTPC Switch |
| 24 | 16 Amps fuse carrier |
| 25 | Supply and fixing m.s single phase panel board metersheet box including cost and convayance of materials and labour charge etc complete. |
| 26 | S& Fixing of M.S bore well Dummy |
| 27 | S&F M.Sbore clamp |
| 28 | Earth workexcavating and deposting on bank with initial lead of 10m& intial lift of 2m in hard stiff clay, stiffblack cotton, hard red earth shales ,murram, gravel, stoneyearth mixed with small size boulders etc completed as per std specification. |
| 29 | Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge. |
| 30 | Brick work in cement motor 1:5 mix(one cement and five sand) using 2nd class country brick of size 9\"x41/2\"x3\" includingcuring finishing and cost and conveyance of materials and labour chargeetc completeas per std specification. |
| 31 | Plastering Cemend mortor 1:5mix (one cement and five sand) 12mm thick includingcost and conveyanace of materials and labour charge etc completed as per std specification. |
| 32 | Cement paint two coats of approved colour and qualityincluding preparation of plastering wall surface , finishing neatly and all other labour ,materials costetc complete as per std specification. |
| 33 | 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.,as per SS 20 A. TNDSS NO: 23 & 24 VI (S2) VI,VII 9,10with standard specifications. |
| 34 | Supplying and conveying of 40mm dia in size of PVC 6kg pipes to site confirming to specifications as per IS 8329:2000 for standard length including cost of pipe, testing charges at factory, labour charges for loading, unloading and stacking at site and all other incidental charges etc., complete as per standard specifications and as directed by the Engineer. |
| 35 | Jointing the PVC pipes and specials withby 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 arrangement and cost of testing to the required pressure with water for filling (including cost of jointing materials) etc., complete as per directedincludingetc complete as per standard specification. |
| 36 | Refilling the pipeline trenches with excavated earth for 90mm dia PVC Pipe complying with standard specifications. |
