Tender For Namakkal Municipality- Providing Strom Water Drain Arrangements In Selliyaniamman Street, Laxmi Nagar, Selvaganapathy Nagar, Bodhupatty To Kuppampalayam Road And Periyapatty Cross Street, Namakkal-Tamil Nadu
TDR : 37677691
Tender Notice
BOQ
Expired
Namakkal
Tamil Nadu
Tender For Namakkal Municipality- Providing Strom Water Drain Arrangements In Selliyaniamman Street, Laxmi Nagar, Selvaganapathy Nagar, Bodhupatty To Kuppampalayam Road And Periyapatty Cross Street
Name of work:Providing Strom Water Drain arrangements in selliyaniamman street, Laxmi nagar, selvaganapathy nagar, Bodhupatty to Kuppampalayam road and periyapatty cross street at Namakkal Municipality. (UNI-051024R1044, 051019R1094, 051023S180, 051002R335, 051002R1194)
Sl. No.
Item Description
1
Earth work excavation and depositing on bank with in the initial lead of 10m and a lift of 2m in hard stiff clay, stiff block cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders etc., as per standard specifications
2
Plain Cement Concrete 1:4:8 Mix (one part cement, four part sand and Eight part of aggrigate) using 40 mm size ISS HBG metal from approved quarry including cost and conveyance of all materials to site. Loading and unloading charges and labour charges for mixing. Laying and curing etc., complete as per TNDSS NO : 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
3
Supplying and erecting centering for sides and soffits including necessary supports and strutting upto 3.29 M height for plane surfaces as detailed below in all floors with all cross bracings using Mild Steel sheets of size 90 x 60 cm and 10 BG stiffened with welded Mild Steel angle of size 25mm x 25mm x 3 mm for boarding laid over silver oak joists of size 10cm x 6.50 cm spaced at abote 90 cm centre to centre and supported by casurina props of 10cm to 13 cm dia spaced at not more than 75 cm centre to centre etc. complete complying with the standard specificaiton. (Payment for centering shall be given after the concrete is laid)
4
Plain Cement Concrete 1:2:4 Mix (one part cement, two part sand and four part of aggrigate) using 20mm size ISS HBG metal machine crushed from approved quarry including cost and conveyance of all materials to site, loading and unloading charges and labour charges for mixing, laying and curing etc., complete as per TNDSS NO: 28 & VI (S2) VI (S5A) VII standard specifications as directed by Engineer incharge.
5
Supplying and filling in foundation, basement, etc with Well gravel in layers of not more than 30cm thick well rammedwatered and compacted etc., complete complying with standard specification
6
Providing and laying, spreading and compacting graded stone aggregate to Wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant carriage to mixed material by tipper to site laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achive the desired density complete as per clasue 406 of MORTH specifications.
7
Supply and delivery of RCC non pressure spun pipe with socket and spigot ends as per IS 458/2003 maufactured with suphate resistant cement with 12mm HI alumina lining with rupper ring joints in etc.,
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