Drilling of New borewell with distribution pipe line at Annai Sathya Nagar in Ward no57 East Zone

Amount

1.Provision for Geologist from the TamilNadu Agricultural University for inspecting the site and for making the borewell point.

2.Drilling of borewell 200/150 mm dia vertical bores depth as directed by the departmental officers including labour charges for inserting causing pipe assembling in the drilled holes including welding, jointing, grouting the casing pipe etc., including transportation etc for borewell.

3.Supply of 200mm (CM) PVC casing pipe ISI make of approved brand etc

4.Supply of 180 mm (CM) PVC casing pipe ISI make of approved brand etc

5.Supply and delivery of 7.5 HP Three phase submersible motor pumpset with vertical type with all accessories with latest FS 8034 in general for the following duty conditions the pumpset should have diagonally balanced bronze impler and stainless shaft for motor and pump and directly coupled to a suitable capacity continuous rated three phase fifty cycles 22/440 volts AC supply motor should be as per ISI with upto date amendment. The starter winding should be made from high conductivity PVC insulated 3 core flat copper cable of suitable size of work Duty 75 LPM x 250 M head.

6.Supply of 50mm dia G.I. pipe 'B' class Bore pipe of appd brand etc complete

7.Supply of 50mm Bore coupling (heavy) of approved brand

8.Supply of 3 Core 4Sq.mm pvc insulated flat Copper Cable etc complete

9.Labour for the erection of submersible pumpsets in borewell including fixing and jointing submersible cable with proper claps upto the starter to the required depth and also fixing of riser pipes to the required depth values erection clamps, pressure gauges upto exterior wall of the pump room and erection of panel board consisting of TPICN, Switches starter, Voltmeter, Ammeter 3 pilot (including lamps) capacitor, single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules including construction of earth pits with earthing materials as per rules etc. complete

10.Supply and fixing of designing fabrication,powder coating assembling wiring, testing and supply of double door type EB metering panel board 3ph/63A 1 no.(Rain proof model) as per Dept. instruction etc. complete.

11.Supply and run of 4 x 6 sq.mm. (84 / 0.3) PVC insulated SC unsheathed copper conductor of 1100V on 7 / 20 GI bearer wire for service connection mains

13.Supply of delivery of the following materials approved brand as per list with ISI marking and as approved the the corporation officers.

a.63mm dia PVC pipe

b.25 mm upvc pipe

c.50 MM gate valve

d.50 MM Non return valve

e.50 MM GI union

f.50 MM GI Elbow

g.50 MM GI Tee

h.50*300 MM GI barrel Nipple

i.63mm PVC Elbow

j.63mm PVC Tee

k.63mm PVC FTA

l.63mm PVC MTA

m.150mm Borecover

n.50mm MS clampset with bolt and nuts

o.25 mm upvc coupler

p.25 mm upvc Elbow

q.25 mm upvc Tee

r.25 mm Gun metal gate valve

s.25 mm upvc union

14. Earth work excavating and depositing on bank with initial lead of 10 m & initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders SS.20B

15.Earth work excavation in all kinds of soil including sand, silt, wet sand under water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shales etc. excepting all kinds of rock and boulders exceeding 0.014 c.u.m. in volume including rough dressing and dumping the excavated materials away from work site manually within 50m initial lead and 2m initial lift as per the direction of Engineer-in-charge.

16.Cement concrete 1:4:8 (one cement, foursand and eight aggregate) using 40mm hardbroken granite stone jelly for foundationincluding dewatering if found necessary andlaid in layers of not more than 15 cm thickand compacted etc.,complete complying witstandard specification.

17.Centering with steel centering for revetment, drain and culvert upto 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (upto 4 Feet)

18.Brick work in CM 1:5 (one cement & five sand) using II class ground moulded bricks of size 9"X43/8"X 2 3/4" including finishing, curing, etc., complete complying with standard specification - 100CFT

19.Plain Cement Concrete 1:3:6 (one cement, three fine aggregates and six 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

20.PLASTERING with cement mortar 1:5(one cement and five sand by volume) 12mm thick for all internal/external surfaces like super structure, rainwater, ducts, elevation in all floors complying with standard specifications.

21.Supplying, fabricating and placing in position TMT/CTD rods for all RCC works including cost of steel and binding wire also in all floors complete complying with standard specification

22.Supply of RCC precast slab 150mm thick in C.C. 1:1.5:3 mix using 20mm baby jelly including water curing, moulding charges etc., complete.

23.Hoisting the pre cast slabs placing in position including pointing with cement mortar etc.

24.Laying & Jointing of pipes & Specials

25.Supply of approved quality HDPE water tank of including all cost etc complete

Add :- GST @ 18%

SRI AARURA CONSTRUCTIONS (BID ID -1193463)