Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date22 Feb 2025
Closing Date6 Mar 2025
Tender Amount₹ 10,00,000
Costs
EMD
₹ 10,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Repair And Maintanance Of Existing Borewell Motor And Panel Board And Laying Of Well Water Distribution Pipe Line In Omitted Ward Areas In Ward No 88, South Zone
Description
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Contact
Tender Id
2025_MAWS_527100_11Tender No
e6 / South Zone / 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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Panel Board for 7.5 HP
1
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Panel Board for 10 HP
2
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Panel Board for 12.5 HP
2
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Supply for 4sq mm 2x3 core copper insulated flat cable ect.,complete
540
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Earth work excavation for pipe line with refilling in all soils and sub soils etc., complete
349.94
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Supply and delivery of the following materials approved brand as per ISI quality anapproved by corporation officers.
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50mm dia GI Pipe 'B' Class
132
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50mm dia GI Bore coupling
9
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50mm dia GI coupling
17
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50mm dia GI bend
3
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50mm dia GI elbow
3
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50mm NRV Valve
7
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50x100mm GI barrel nipple
3
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50x150mm GI barrel nipple
4
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50 x 300mm barrel nipple
2
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50x450mm GI barrel nipple
2
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50x600mm GI barrel nipple
5
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50 mm dia GM gate valve
3
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50mm dia MS Bore clamp
4
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Bore cap using M.S. Flat of size 1 cm x 3 mm and M.S. sheet on top with bolting arrangements for securing the cap in position (Bore caps with M.S. Couplings need not
be made)
5
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50mm dia flange set
2
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20 mm GI pipe B Class
12
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20mm GI Coupling
4
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20 mm GI elbow
5
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20 mm x 100 mm barrel nipple
2
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20 mm x 150 mm barrel nipple
2
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20 mm x 300 mm barrel nipple
3
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20mm dia waste not Tap
3
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Supply of PVC pipes and Specials
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63 mm dia PVC Pipe of 6kg/cm2
906
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63mm dia PVC elbow
152
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63 mm dia PVC tee
120
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63 mm dia PVC Coupling
140
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63x20 mm dia PVC Saddle
30
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63 mm dia PVC endcap
12
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90 mm dia PVC Pipe of 6kg/cm2
300
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90mm dia PVC elbow
51
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90 mm dia PVC tee
52
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90 mm dia PVC Coupling
37
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90x20 mm dia PVC Saddle
15
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90 mm dia PVC endcap
3
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PVC screw down tap Heavy type 20mm dia
15
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Laying and jointing of G.I pipes Specials as per the direction of dept. off. Etc. complete
90
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Laying and jointing of pvc pipes Specials as per the direction of dept. off. Etc. complete
906
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Supply and delivery of clear water vertical wet type submersible pumpset suitable for 150mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continous rated two pole suitable wet type vertical squirrel cage induction motor as per IS9283 /1995 as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 % - 5 HP with duty of 50x75
2
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Labour charges for the erection of submersible pumpset in borewell/openwell including fixing and jointing submersible cable with proper clamps upto the starter to required depth and also fixing of riser pipes to the required depth valves erection clamps, pressure gauges upto the exterior wall of pump room and erection of panel board consisting of TPICN switches starter, Voltmeter, Ammeter, three pilot (indicating) lamps
capacitor single phasing preventor, water level guard and laying and jointing the cables and twin earthing as per IE rules etc., complete and testing the pumpset and trail run for 10 days
2
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Removal of centrifugal pumpset/ jet pumps/ submersible pumpsets and its accessories from borewell/ open well for attending repairs etc complete
3
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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 etc., Complete.
20
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HGS SS.20.B. 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 (ScH.No.62) (P.No.22)
1
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Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification
0.1
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Supply and erecting shuttering including necessary supports for plane surfaces such as RCC column, footing, plinth beam, stair case etc., in all floors using mild steel sheets of 90cm X 60cm and 10 gauge stiffened with welded mild steel angle for boarding supported by casurina props at suitable intervals etc., completed complying with standard specification and as directed. Sl.No.122
10
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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
0.5
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Earthing arrangements with GI Earth Plate including charcoal and salt with necessary excavation in all soils and to full depth as may be required and masonry work, re-filling the sides of foundation with excavated earth as per the standard specification and as directed by the Departmental Officers.
2
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Add :- GST @ 18%
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