Construction of Storm Water Drain and Culvert with Retaining wall from Ittery Street Road to Kasthuri Garden Main Road in Ward No.91, South Zone.

Amount

Earth work excavation for foundation in all kinds of soils and sub soils to full depth as directed by the departmental officers except hard rock inclusive of shoring strutting and balling out water wherever necessary and refilling the sides of foundation with excavated earth in layers of 15cm thick well rammed and consolidated and depositing the surplus earth with in the compound in places shown by the departmental officers with initial lead of 10 meters and initial lift of 2 meters including cost of all labour charges etc., omplete as per standard specification 23 & 24 VI (S2) Vii.9,10

Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size {SS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification

Supplying and erecting centering for sides and soffits including supports and strutting up to 3.29mm height for plane surfaces in all floors with cross bracings using mild steel sheets of size 30cm x 60cm and 10 gauge stiffened 12 welded with mild steel sheets of size 25mm x 25mm x 3mm for boarding and laid over silver oak (country wood). Joists of size 10cm x 6.5 cm dia spaced at about 90cm centre to centre and supported by casurina props of 10cm to 13cm dia spaced at 75cm centre to centre etc complete complying with standard specification

Supplying and erecting shuttering for sides and soffits including supports and strutting up to 3.29mm height for plane surfaces in all floors with cross bracings using mild s ee sheets of size 30cm x 60cm and 10 € stiffened 0 welded with mild steel sheets of si 25mm x 25mm x 3mm for boardng ar ai ver silver oak (country wood) Joists of sze 1 cm x65 cm dia spaced al about 90cm to centre and supported by Casurina 10cm to 13cm dia spaced at 75 CM Centre to Centre etc, complete complying with standard specification

Cement concrete 1:2:4 mix (One cement, two sand and four aggregate) using 20mm gauge hard broken stone jelly for foundation and flooring including dewatering if found necessary R and laid in layers of not more than 15cm thick and compacting including all charges etc., complete as per standard specification.

Plastering with cement mortar 1:5(One cement and five sand) 12mm_ thick in all floors including cost of all materials and labour charges etc., complete as per standard specification. FLOORING ONLY

Centering for soffits of RCC slab for plain surface like lintels, beams etc., including strutting 3m height using mild steel sheet of size 90cm x 60cm and B4 10 stiffened with MS angles of size 25mm x 25mm x 3mm laid over silver Oak joists of size 10cm x 6.5cm (spaced atabout 90cm c/c) and supported by casurina props of 10cm -13cm dia spaced of 75 cic complying including all charges etc., complete as per standard specification. COVERING

Supplying, fabricating and placing in position of high strength deformed bars like RTS bars for all RCC works as per design given including F cost of binding wire including all charges etc., complete as per standard specification.

Reinforceemnt concrete in cement mortar 1:1.5:3 (One cement, one and half sand and three aggragte) using 20 mm gauge hard broken granite stone jelly reinforced cement concret works like lintels, basemsand slabs connected to this wok excluding cost of centering work and cost of reinforcement etc., but including cost of all directed by dept officers including all charges etc, complete

Conveying the excavated earth in initial lead and lift including cost to conveyance as directed by dept officers including all charge etc., complete

PCC 1:2:3 Mix ( One cement two sand four jelly ) using 20 mm HSS Metal including cost and conveyance of all materials from approved quarries as noted in lead chart to the work site including all labour charges etc, complete as per specifications

Supplying and fixing of SFRC Manhole cover and frame (SFRA) is 12592 as per direction of dept officers including all charges etc, complete as per standard specification

JAYALAKSHMI BUKDERS