Namaku Name Thittam 2023-24 Mangalampet TP

Amount

Earthwork excavation in all classes of soil except hard rock requiring blasting and depositing the bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out of water shoring shutting walling and forming protective bunds wherever necessary etc

Cement concrete 1:4:8 mix using 40mm gauge hard broken granite stone jelly for foundation including watering necessary and laid layers not more than 15cm thick compacting etc complete complying with standard specification and as desired (SS No 28

Supply of materials for centering for so fits of all RCC slab or plain surface including strutting to 3m height using MS Sheet of size 90cm x 60cm and BG 10 gauge stiffened with welded MS angles of size 25mm x 25mm x 3mm laid over silver okay joist of size 10cm x 6.5cm spaced at about 90cm c/c and supported by Casuarinas props of 10cm to 13cm and spaced at 75cm c/c removing the same after specific period or as directed by the departmental officers etc complete for hire basis as per standard specification. For Drain & Culvert Wor

Plain Cement Concrete 1:2:4 Mix (one Part of cement, two Part of M- 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

Providing granolithic floor finish of the following thickness with plain cement concrete 1:2:4 (One Cement, Two sand and Four aggregate) 25 mm Thick including cost and convenience of materials to site and all labour charges, etc complete as per standard specification.

Cement concrete 1:1.5:3 (One cement two sand four aggregates) mix using 20mm gauge hard granite broken stone jelly including cost and conveyance of materials to site and all labour charges including curing etc complete with standard specification and as directed by Engineer incharge

Providing Bitumen Pad 12mm thick for Expansion joint including cost and conveyance of all other labour and material charges to site etc., complete.

RAJESH B