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Construction Of Unfinished Hostel In Bit Campus In Anna University Trichy 24

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Civil Sl.N o Qty Description of Work TN BP NO. NBC NO. Rate in figure and Words Unit Amount 1 345 M3 (Three hundred and forty five cubic metres) Earthwork excavation for foundation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, baling out water wherever necessary, refilling the foundation with excavated earth and depositing the surplus earth within compound in places shown by the departmental officers with an initial lead of 10 metre and initial 23 & 24 V, VI (S2) 1 M3 (One cubic metre) NAME OF WORK : Construction of Additional Laboratories building in Government Polytechnic College at Kaniyalampatti in Karur District. Schedule A EMD: Rs.1,20,000/- Date: 10.10.2019 lift of 2 metre and clearing and leveling the site etc., complete complying with standard specification and as directed by the departmental officers. Upto 4.50M Depth 2 76 M3 (Seventy six cubic metres) Earthwork Open excavation in all soils and sub soils to full depth as may be directed except in hard rock requiring blasting inclusive of shoring shuttering, baling out water wherever necessary refilling the foundation with excavated earth other than sandy soil in layers of not more than 15 cm thick layers well rammed and depositing the surplus earth within compound in places shown by the departmental officers with an initial lead of 10 metre and initial lift of 2 metre and clearing and leveling the site etc., complete complying with standard specification and as directed by the departmental officers. 23 & 24 V, VI (S2) 1 M3 (One cubic metre) 3 89 M3 (Eighty nine cubic metres) Supplying and Filling in foundation and basement with filling sand in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. 24 & 25 V, VI (S2) 1 M3 (One cubic metre) Contractor 1 No. of corrections in figure: No. of corrections in words: No. of overwriting in figure: No. of overwriting in words: Chief Engineer Sl.N o Qty Description of Work TN BP NO. NBC NO. Rate in figure and Words Unit Amount 4 110 M3 (One hundred and ten cubic metres) Refilling with excavaed earth other than sand with an initial head lead of 100 mts. and depositing the earth as shonw by the departmental officers in layers of not more than 15cm thick well rammed, watered and consolidated etc. complete complying with standard specification. 24 & 25 V.VI (S2) 1 M3 (One cubic metre) 5 235 M3 (Two hundred and thirty five cubic metres) Supplying and Filling in foundation and basement and trenches with Conveyed Gravel in layers of not more than 15cm thick well rammed watered and consolidated etc., complete complying with standard specification and as directed by the departmental officers. 24 & 25 V.VI (S2) 1 M3 (One cubic metre) 6 37 M3 (Thirty seven Cement concrete 1:5:10 (one cement, five river sand and ten aggregate) using 40mm gauge hard broken blue granite stone 23 & 28 VI (8.2) 8.3 VI 1 M3 (One cubic cubic metres) jelly for foundation and including dewatering if found necessary and laid in layers of not more than 15cm thick and compacted etc., complete complying with standard specification and as directed by the departmental officers. (S5A) 4.2.1.3 metre) 7 332 M2 (Three hundred and thirty two square metres) Supplying and erecting steel centering including necessary supports for plane surfaces, in foundation and basement for all RCC works such as column footing, plinth beam, grade beam staircase step, bed block etc.,which requires only normal strutting using MS sheets of size 90cmx60cm of BG 10 stiffened with mild

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