Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Excavation
Water Storage And Supply
Eprocure
Opening Date2 Jan 2025
Closing Soon9 Jan 2025
Tender Amount₹ 4,40,000
Costs
EMD
₹ 4,400Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Flushing Of Existing Borewell At Thiruvalluvar Street Krishnapuram Mariamman Koil In Ward No. 21 North Zone.
Description
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Contact
Tender Id
2024_MAWS_515725_16Tender No
E61/2024Tender Authority
Municipal Administration And Water Supply Department ViewPurchaser Address
-Website
http://https://www.tn.gov.in/maws/
GEM & Bid Advisory Services
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BOQ Items
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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 values erection clamps, pressure gagues uppto exterior wall of the pump room and erection of panel board consisting of TPICN, Switches Starter, Volmeter, Ammeter, 3 pilot (including lamps) capacitor, single phasing preventor, water level guard and laying and jointing the cables guard and laying and jointing the cables and twin earthing as per IE rules including construction of earth pits with earthing materials s per rules etc. complete testing pumpsets on trial run 30 days and as directed by corporation officers
1
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Supply and delivery of Star-Delta starter confirming to IS 13947, IEC60947-1 and as amended thereafter with suitable KW rating for operation in AC/ Three Phase/SOHZ (+/5%) and 415V (+/10%) including 3 pole magnetic contactor with under voltage release - 3 nos., CT operated Ammeter (65 mm dia) with suppressed scale, Voltmeter (65mm dia), Voltmeter selector switch, Miniature circuit breaker, Thermal Overload relay, Air Break contactors suitable for next Standard higher KW rating, Single phasing preventor, dry running preventor and On/Off Push button switches, wiring with 1 sq.mm/4 sq. mm copper pvc insulated cable, powder coated vermin proof box, including the capacitor (the cost of capacitor is to be taken separately).
1
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50mm dia GI pipe
120
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50mm dia GI borewell Coupling
21
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50mmx900mm GI barrel Nipple
1
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50mmx300mm GI Barrel Nipple
1
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50mm Non Return Value
1
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50x600mm GI Barrle Nipple
1
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50mm Borewell flange set
2
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63AMP FP MCB
1
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63 AMP Fuse unit
3
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32mm GI pipe (3m) Length
1
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Supply and run of 4x6 sq.mm (84/0.3) PVC insulated SC unsheathed copper conductor of 1100V on 7/20 GI bearer wire for service connecton mains
15
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Bore Plate
1
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Bore Clampset
2
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63MM OD PVC pipe 6Ksc
300
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20MM UPVC pipe
60
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63MM PVC Tee
10
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63mm PVC Bend
5
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63mm PVC Coupler
10
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63mm PVC Endcap
5
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63mm PVC Elbow
5
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20mm UPVC Elbow
20
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sanddle piece 63mm x20mm
20
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PVC Tap 20mm dia
20
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PVC adhesive (solution)(100 gram)
10
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Earth work excavation in all kinds of soil including sand, silt, wet sand undcr water, black cotton, stiff black cotton, clay, hard stiff clay, hard red earth, murram, stoney earth, gravel and shalcs ctc. 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.
110
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Cement concrete 1:4:8 (one cement, foursand and eight ageregate) 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.
1
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Supplying and erecting SHUTTTERING including necessary supports for plane surfaces such as Vertical walls etc, using mild steel sheets of size 90cm X 60Cm and BG 10 stiffened with welded mild steel angles for boarding supported by Casuarinas props at suitable intervals etc., complete complying with standard specification and as directed.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
9
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Cement concrete 1:2:4 using 20mm gauge hard broken granite sone jelly for AII CC items of work excluding centering, shuttering and cost of reinforcement frill but including curing finishing etc complete fixtures in CC works wherever necessary as directed by departmental officer etc complete
3
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PLASTERING with cement mortar 1:5 (one cement and five sand by volume) 12mm thick for all internal/eternal surfaces like super structure,rainwater, ducts, elevation in all floors complying with standard specifications
6
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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
2
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Supply of RCC precast slab 200mm thick in C.C. 1:1.5:3 MIX USING 20M BABY jelly including water curing moulding charges etc complete
3
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Hoisting the precast slabs placing in position including pointing with cement mortar etc
1
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Lowering of P.V.C Pipes with specials in the tranch and laying proper grade etc complete
300
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