Construction of silt chamber, pumping arrangements and constrction of storm water drain at Appannaidu layout streets in ward no.29, north zone

Amount

Removing & Relaying the RCC precast slab in position as per direction of departmental officers etc.complete.

Desilting the existing drain etc as per direction of departmental officers etc.complete.

Dismantling the existing RCC slab and clear away the debris carefully with all labour charges etc.,complete

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 SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrock requiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.,complete

Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS 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

Centering with steel centering for revetment, drain and culvert upto 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (upto 4 Feet)

Centering with steel centering for revetment, drain and culvert Above 1.20m depth using MS sheet of size 0.90X0.60m 10 gauge thick and stiffened with MS 'L' 0.90X0.60m 10 gauge thick and stiffened with MS 'L' angle wood runners of size 0.075 X 0.05 three rows with support by casurina pullys 0.075 cm at 0.45 m length including cost of nails etc., Area. 10.80 sq.mtr (above 4 Feet)

Supply and erecting centering for sides and soffits including supports and strutting upto 3.29m high for plane surfaces such as RCC slabs, Rectangular beems, Tee (or) ECC Beam, Lintel, Bed Block, Staircase waist and landing slabs landing beams, canopy etc., in all floor with all cross bracings using mild steel sheets of size 90cm X 60cm and BG 10 stiffened with welded mild steel angles of size 25mm X 25 X 3mm for boarding laid over country wood joinsts of size 10cm X 6.50 cm spaced at about 90cm C/C and supports by Causrina props of 10cm to 13cm dia spaced at 75cm C/C etc., completed as directed. Sl.No.123

Suppling and fabricating and placing in position MS (or) R.T.S. bar for reinforcement to all RCC works as per the design given including cost of steel and binding wire also in all floors.

Reinforced cement concrete 1:1.5:3, (one cement,one half m sand and three aggregate) using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges

Plain cement concrete 1:2:4, (one cement,three m sand and six aggregate) using 20mm ISS HBG metal including cost and conveyance of all materials and labour charges

Plastering in cement mortar 1:5 (one cement and five sand),12mm thick including cost and conveyance of all materials and labour charges etc., complete

Supply and fixing of 900mm dia SFRC manhole cover of heavy duty with frame as per the standard specification and instruction of Departmental officers.

N S P ASSOCIATES (BID ID -1118819)