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 Date25 Feb 2023
Closing Date28 Feb 2023
Tender Amount₹ 25,00,000
Costs
EMD
₹ 25,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2023_MAWS_291171_1Tender No
Roc No 1498/2022/E2-4Tender 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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Supplying & laying of 110mm dia PVC pipes of 6kg/cm2 & lowering into trenches, laying to proper grade & alignment & jointing the pipes & specials with PVC couplers with cement paste both dry & wet condition, testing the lines as directed by the Departmental Engineer. House service connection to manholes.
1590
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Brick Work in CM 1:5 mix using Stock bricks Second Class Ground Moulded Chamber Burnt Bricks 9 " x 4 3/8 " x 2 ¾ " size including cost and conveyance of materials and labour charges etc., complete as per standard specification. (Item No. 2b )
101.18
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Manufacturing, supplying and fixing Precast Reinforced Cement Concrete slabs of following thickness in RCC 1:2:4 (one cement, two sand and four aggregates), using following HBGS jelly excluding cost of reinforcement steel in position but including cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. (using 20mm HBGS Jelly)
149.06
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Cast Iron 100mm dia grating
265
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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, sand, silt or other loose soil and to full depth as may be directed except in hardrock reqiring blasting inclusive of shoring shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officrs with initial lead and lifts and cleaning, levelling, the site etc., complete as per SS 20B for foundation Earthwork - Chamber
223.32
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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, sand, silt or other loose soil and to full depth as may be directed except in hardrock reqiring blasting inclusive of shoring shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated soil other than sand in layers of 15cm thick well rammed and completed depositing the surplus excavated soil with in the compound in places shown by the departmental officrs with initial lead and lifts and cleaning, levelling, the site etc., complete as per SS 20B for foundation Earthwork - Pipe Line Woks
429.3
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Plastering with CM 1:3 mix using 20mm thick including cost and conveyance of materials and labour charges etc., complete as per Standard Specification
768.45
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