Municipal Administration And Water Supply Department Tender
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Municipal Administration And Water Supply Department - MAWS Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date13 Jan 2025
Closing Date31 Jan 2025
Tender Amount₹ 4,87,637
Costs
EMD
₹ 4,876Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2025_MAWS_518333_1Tender No
Z3/ E2 / EST 51/ 24-25Tender 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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Removing the silt and sandy soil from the existing open drain including earth work excavation for the same with an initial lead of 10m and lift of 2 m including loading into lorries conveying and unloading the same with a lead of 10 M and directed by corporation officers including the cost of earth work for silt and sandy soil conveyance charges etc complete
100
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Construction of man holes at various depth to invert including earth work excavation as per SS 20B laying cement concerte in C.M. 1:3:6 using 40mm B.G. jelly for foundation, sinking well kerbs below G.I. for 4.5m depth and above, pumping,timbering charges for 2.5m depth and above stock brick work in C.M. 1:3 for 23 cm thick wall plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3,12mm thick laying plain cement concerte 1:3:6 using 12.0mm to 20mm B.G jelly fixing the frame, providing C.I. steps,man hole cover and frame, bencing and channeling including refiiling the trench with excavated earth disposal of surplus earth etc., complete for the following sizes for each man hole Upto Depth Of 1.50 M
2
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Construction of man holes at various depth to invert including earth work excavation as per SS 20B laying cement concerte in C.M. 1:3:6 using 40mm B.G. jelly for foundation, sinking well kerbs below G.I. for 4.5m depth and above, pumping,timbering charges for 2.5m depth and above stock brick work in C.M. 1:3 for 23 cm thick wall plastering interior with C.M. 1:3, 20mm thick and exterior with C.M. 1:3,12mm thick laying plain cement concerte 1:3:6 using 12.0mm to 20mm B.G jelly fixing the frame, providing C.I. steps,man hole cover and frame, bencing and channeling including refiiling the trench with excavated earth disposal of surplus earth etc., complete for the following sizes for each man hole Upto Depth Of 2.00 M
2
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Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete 10 cum
110
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Supply Of 200 mm Dia PVC Pipe 6 Kg/m2
60
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Lowering PVC/ DWSC rigid pipes and specials to trench and laying to proper grade and alignment, jointing with PVC couplers with cement paste.
60
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Refilling the Trenches with excavated earth in layers of 15 cm thick well Rammedand Consolitation Including watering and complying with Std Specification etc Complete
110
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Add GST 18%
1
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