Name of Work:- Construction of Culvert at Perumal koil street Ward No 22 in Tindivanam Municipality
Sl. No.
Item Description
1
Earth work excavation in all soils and sub soils except hard rock requiring blasting including shering and shuttering and bailing out water wherever necessary refilling the sides of foundation with excavated earth in layer of 15 Cm thick well rammed consolidated and depositing the surpless earth within compound in places shown by the departmental officers with all leads and lifts etc., complete.
2
Supplying and filling in foundation, basement, etc with filling crushed stone sand in layers of not more than 15 cm thick well watered, rammed and consolidated etc. complete complying with standard specification and as directed by the departmental officers.
3
Cement Concrete 1:5:10 (One Cement, Five crushed stone sand and Ten hard broken stone jelly) using 40 mm gauge hard broken granite stone jelly for foundation including dewatering wherever necessary and laid in layers of not more than 15 cm thick well rammed, consolidated and including curing etc. complete complying with standard specification and as directed by the departmental officers. -Mixing by manual means
4
Centering the soffits of Drain sides plain surface including using steel sheet with mild steel angle of size 25mm x 25mm x 3mm laid over deer joined of size 10mm x 6.5cm spacing about 90cm c/c and supported by casurina pole of 10cm to 13cm dia spacing 75cm c/c etc. including cost and conveyance charges etc.complete as per standard specification.
5
Plain Cement Concrete 1:2:4 Mix Using 20mm ISS HBG Metal including cost of Metal and conveyance charges and including all labour charges and all other incidential charges etc., complete as per standard specification.
6
Providing granolithic floor finish of 25mm thickness with plain cement concrete 1:2:4 (One Cement, Two crushed sand (M-Sand) and Four aggregate) using 10 to 12mm gauge hard broken stone jelly including laying, finishing and the top rubbed smooth with power trawl, thread lining, curing etc. complete complying with standard specification and as directed by the departmental officers. (The rate is inclusive of necessary planking for panelling wherever necessary and as directed by the departmental officers)
7
Centering the soffits of RCC sides plain surface including using steel sheet with mild steel angle of size 25mm x 25mm x 3mm laid over deer joined of size 10mm x 6.5cm spacing about 90cm c/c and supported by casurina pole of 10cm to 13cm dia spacing 75cm c/c etc. including cost and conveyance charges etc.complete as per standard specification (FOR RCC)
8
Supplying , fabricating and placing in position of steel Reinforcement using Mild steel or Ribbed Tor Steel rods, for all RCC works as per the design given by the departmental officers including cost of steel and binding wire and all labour charges for cutting, bending, tying and placing in position etc. complete as per standard specification.
9
Reinforced Cement Concrete 1:1.5:3 (one cement two sand four aggregate) Mix using 20mm ISS HBG Metal for foundation and flooring concrete including cost of material and conveying charges and all labour charges and all other incidental charges etc., complete complying with standard specification.
10
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