|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.50 m, as directed by Engineer-in-charge All kind of soil / Ordinary rock |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 sqm on plan) including dressingof sides and ramming of bottoms,lift upto 1.50 m, including getting out the excavated soil and disposal of surplus excavated soil as directed by Engineer-in-charge Ordinary rock |
| 3 | P/L cement Concret 1:5:10 (1 cement:5 Sand:10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth carriage of material in all lead and lifts |
| 4 | P/L cement Concret 1:3:6 (1 cement:3 Sand:6 graded stone aggregate 20 mm nominal size) and curing complete excluding cost of form work in foundation and plinth carriage of material in all lead and lifts |
| 5 | P/F work with steel plates 3.15mm thick weldid with angle iron in frame 30x30x5mm so as to give a fair finish including sentring, shuttering , strutting and propping etc. with wooden battens and ballis, height of propping and sentring below supporting floor to ceiling not exceeding 4 mtrs. and removal of the same for insitu-reinforced concret and plain concret work in: vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and stringcources and the like carriage of material in all lead and lifts |
| 6 | Providing and laying in position specified grade of reinforced cement Concret work 1:1.5:3( 1 cement:1.5 Sand:3 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinthcarriage of material in all lead and lifts |
| 7 | Wall (any thicknessbut not less than 0.1 mtr thicness) attached pillasters, butresses, plinth and string courses etc.from top to foundation level upto floor two level carriage of material in all lead and lifts |
| 8 | Providingsteel reinforcement for RCC work including straightening , cutting , bending, placing in position and binding all complete upto plinth & above level carriage of material in all lead and lifts Mild / Tor steel I S I and Medium Tensile steel bars (TMT)with carriage of material in all lead and lifts |
| 9 | Smooth finishing of the exposed surface of RCC work with 6 mm thick cement mortar 1:3 (1cement :3 sand ) carriage of material in all lead and lifts |
| 10 | Providing and fixing angle iron 35x35x5 mm post & strut of required size including bottom with GI wire netting 4mm of SWG 6 in 10x10 cmmesh etc in all accessories |
| 11 | Providingand fixing of GI pipe50 mm dia ISI in all respect complete carriage of material in all lead and lifts |
| 12 | P/F of MS wheel valve 50 mm dia ISI with nipples and reducer in all respect complete carriage of material in all lead and lifts |
| 13 | Providing and fixing ,laying of HDPE pipe ISI marked 110 mm nominal dia grade PE 80 ,Pressure Rating PN 5, SDR 21confirming to IS:4984-2016 with all fitting and jointing of all accessoriesetc complete.carriage of material in all lead and lifts |
| 14 | Providing and fixing ,laying of HDPE pipe ISI marked 90 mm nominal dia grade PE 80 ,Pressure Rating PN 5, SDR 21confirming to IS:4984-2016 with all fitting and jointing of all accessoriesetc complete.carriage of material in all lead and lifts |
| 15 | Providing and fixing ,laying of HDPE pipe ISI marked 75 mm nominal dia grade PE 80 ,Pressure Rating PN 5, SDR 21confirming to IS:4984-2016 with all fitting and jointing of all accessoriesetc complete.carriage of material in all lead and lifts |
| 16 | Painting tank wall for sign board with writing etc. complete in all respect carriage of material in all lead and lifts |
