Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Excavation
Eprocure
Opening Date25 Aug 2023
Closing Date14 Sep 2023
Tender Amount₹ 5,00,000
Costs
EMD
₹ 5,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MAWS_362796_11Bid Award Id
ViewTender No
e52/2023Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
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Documents
BOQ Items
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4.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.
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5.Supply of 50mm dia G.I. pipe 'B' class Bore pipe of appd brand etc complete
126
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6.Supply of 50mm Bore coupling (heavy) of approved brand
21
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7.Supply of 3 Core 4Sq.mm pvc insulated flat Copper Cable etc complete
170
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8.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
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9.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.
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10.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
15
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12.Supply of delivery of the following materials approved brand as per list with ISI marking and as approved the the corporation officers.
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63mm dia PVC pipe
30
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25 mm upvc pipe
60
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50 MM gate valve
2
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50 MM Non return valve
1
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50 MM GI union
1
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50 MM GI Elbow
1
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50 MM GI Tee
1
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50*300 MM GI barrel Nipple
1
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63mm PVC Elbow
5
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63mm PVC Tee
2
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63mm PVC FTA
2
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63mm PVC MTA
4
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150mm Borecover
1
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50mm MS clampset with bolt and nuts
2
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25 mm upvc coupler
10
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25 mm upvc Elbow
15
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25 mm upvc Tee
4
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25 mm Gun metal gate valve
2
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25 mm upvc union
2
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13.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.
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14.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.
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15.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
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16.Centering with steel centering for revetment, drain and culvert above 1.20m depth using M.S 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)
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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)
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18.Reinforced Cement Concrete 1:2:4 (one cement, two fine aggregates and four 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
3
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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
2
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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.
20
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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
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22.Supplying and erecting centering for sides soffits including supports and strutting upto 3.29m high for plain surface such as rectangular column top and bottom slabs of boxing, sill, slabs, sun shade etc., in all floors using mild steel slabs of sizes 90cm x 60cm and BG 10 stiffened with welded mild steel angles of size 25X25x3mm for boarding laid over country wood joists of size 10cm X 6.5cm spaced at about 90cm C/C and supported by casurina props of 10cm to 13cm dia spaced at 75cm C/C etc., complete as directed. Sl.No.123 C Part-II
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23.Reinforced Cement concrete 1:1.5:3 (one cement, one and half sand & Three course aggregate) using 20mm gauge hand broken/ and broken granite stone for all RCC items of works excluding centering shuttering and cost of reinforcement but including curing etc.,complete and also including fixing fan clamps and fixtures in rcc works wherever necessary as directed by departmental officer
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24.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.
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25.Hoisting the pre cast slabs placing in position including pointing with cement mortar etc.
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26.Supply and fixing of SFRC man hole cover 600 mm x 600 mm etc complete
1
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27.Laying & Jointing of pipes & Specials
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