Installation work of 01 water cooler in Janta Inter College Kahinjari in development block Rasulabad

Boring/drilling bore well of required dia for casing /strainer pipe,by suitable method prescribed in IS:2800(part I),including collecting samples from different strata,preparing and submitting strata chart/bore log, including hire & running charges of all equipments,tools plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level.(SOR .23.1.1.1)PWD Ch .28

Supplying assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia,conforming to IS:12818 including required hire and labour charges , fitting s & accessories etc, for all depth, as per direction of engineer-in-charge. (SOR 23.3.2|)PWD CH.28

Gravel packing in tubewell construction in accordance with IS.4097, including providing gravel fine/ medium corse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge . (SOR 23.8)PWD CH.-28 SI No. 23.8

Develoment of tube well in accordance with IS:2800 (part 1) and IS: 11189 to establish maximum rate of usable water yield Capacity air compressor, ruuning the compressor for required time till well is fully developed, measuring static level & draw down etc. by step draw down method, collecting water samples & geting tested in approved laboratory, I/C disntefection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc , all as per requirement and direction of Engineer-in-charge. (SOR 23.12) ch - 28

150 MM DIA

Providing and fixing MS clamp of required dia to the top of casing/ housing pipe of tubewell as per 7 IS 2800(part 1), including necessary bolts & nuts of required size complete. (SOR 23.14) CH- 28

Providing and fixing Ball pluge of required dia to the bottom of pipe assembly of tubewell as per IS2800 (part-1) (SOR.23.15) PWD CH. 28

Supplying and fixing 1.5HP r submersible pump motor sand starter steel wire make

Cable 2 core (copper)

Clamp 4" G.I

Clamp 32mm. G.I

Solution

Screw

Bush 32mm*40mm

Socket

Nipple 12mm*32mm.

Boring cap

Gate valve

Nut Bolt

Elbow 32mm*25mm.

Nipple 150mm*25mm.

Supply and wiring of submains with 2 nos.2.5 sq mm & with I no earth of 1.5 sq mm FRLSH PVC insulted 1100 V grade single core multistrand copper conductore cable in existing PVC conduit complete, inculding supply of all matrerial, labour and T&P etc. required for proper completion of the work as directed by Engineer in charge. Same as in item no. 291 but with 4 nos. 2.5 sq. mm FRLSH PVC insulated copper conductor cable SI No.291G

Stabiliser 4KVA as per MR./GEM

Supplying and fIxing water Chiller plant 250lt/h dispensing and 450 it capacity. as per MR./GEM

S/F of Street Light 32 watt SI no 1404 category AAA

S/F of sign board

Earth Work in foundation in ordinary soil (loam clay or sand ). Including lift upto 1.5 mt.(5 ft.) and lead upto 30 mt. (100fts.) and including filling watering and ramming of excavated earth in the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer in-charge upto a distance of 30 mt. from the foundation and trenches SOR NO-2.8.1

CC 1:4:8 work in 1:4:8 ratio of cement and course sand and 40 mm gauge stone grit for plinth beam and column including supply of all materials. Labour and t & P etc required for proper completion of work as per SOR NO -4.1.8

M-150 class brick work in 1:6 cement and Coarse sand mortar in foundation up to plinth including supply of all materials , labour and SOR NO-6.1.2

E/W in filling with cartage of earth 3.0 km distance including all labour and material T & P etc all complete.SOR NO-2.25(a)+(b)

C.C 1:2:4 work in 1:2:4 ratio of cement and course sand and 20 mm gauge stone grit for plinth beam and column including supply of all materials. Labour and t & P etc required for proper completion of work as per SOR NO-4.1.3

12mm thick plaster with 1:6 Cement and coarse sand mortar including supply of all materials labour T & P etc as per ch-13,SI NO-13.1.2

Kota stone slab flooring over 20mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab ,including rubbing and polishing complete with base of cement mortor 1:4 (1 cement:4 coarse sand):25 mm thick. SI No. 11.26.1

Providing and fixing angle iron frames for doors, window and ventilators of mild steel angle sections of sizes 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener,including fixing of necessary but hinges and screws and applying apriming coat of approved steel primer, all complete as per the direction of Engineering-in-charge.SOR NO-10.31

Supply & fixing of anodized aluminium door having 2 mm thick aluminium section excluding coatinga nd average coating of 20 microns fully glazed made of aluminium door tube size 83.5x44.65 m as vertical member and 1140 x 44.45 mm size tube in bottom and horizontal member door chaukhat should be of aluminium tublar vertical with two openable shutter , the rate will include cost of material fixtures 4mm glass handles locks if required for proper completion of the work as per direction of Engineer-in-charge . ch.9(SI-38 New)

S/F power plug 15 A/240Volt flush type switch and 5 pin 15A/240V flush type universal socket in suitable M.S. Box of 175mmx100mmx50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. SI No1139

Supply & fixing of 40 amp TP MCB(10 KA) C curve . SI No 1016 CAT B

Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS:12701 Marked, with cover and suitable looking arrangement and making necessary holes for inlet, outlet and over flow pipes but without fitting and the base support for tank.Chapter 20 SI No 15 (18.48).

Chlorinated polyvinl-chloride (CPVC) pipe 20mm SI No.18.9.2