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| 1 | Excavation in earth work and disposal of excavated earth upto a lead 20 mtrs and lift upto 1.50 mtrs, disposal earth to be levelled and neatly dressed in pick/jumper work complete within all lead and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 2 | Providing and laying cement conrete 1:3:6 ( 1 cement : 3 sand and : 6 grade stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth upto all leads and lifts as per the direction and to the entire satisfaction of Engineer-in-Charge. |
| 3 | Providing and laying cement concrete 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 and reinforcement for reinforced concrete work in : |
| 4 | Foundation footings bases of columns and the like and mass concrete as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 5 | Walls any thickness but not less than 0.1m thickness including attached pillaster buttresses, plinth and string courses from top of foundation upto two level all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 6 | Providing form work with steel plates 3.15mm thick welded with angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- |
| 7 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 8 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 9 | Providing and laying cement concrete 1:2:4 (1 Cement : 2 Sand :4 graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in: |
| 10 | Suspended floors roofs, landings and shelves and their supports, balconies, beams, girders, bressumers and cantilevers upto floor two level. as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 11 | Providing laying of Tor steel reinforcement for RCC work including bending binding and placing in position including wire upto all floor level as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 12 | White washing with lime on undecorated wall surface two coats to give an even shade I/c throughly brooming the surface to remove all dirt, dust, mortar dust and other foreign matter as per direction and to the entire satisfaction of Engineer-in-charge. |
| 13 | Providing and fixing Manhole cover of size 60x60 cm made of angle iron frame size 40x40x5mm thick covered with M.S. sheet 2.00mm thick and welded with angle iron frame 35x35x3mm thick including hings, handles, 8 Nos hold fast and locking arrangement along with lock and key of standred make primer two coat with redoxide paint complete and manhole cover fixed in storage tank/intake with cement concrete 1:1.5:3, nut & bolt and dismentalling of RCC work complete as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 14 | Laying and jointing & testing of G.I pipe for outlets pipe scour pipe and over flow pipes etc. in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. (Labour Rate) |
| 15 | 50 mm dia ( Light class) |
| 16 | Providing & fixing sand cast/cast iron spun spigot and socket soil waster and ventilating pipe of approved brand (lead caulked joints to be measured and paid for separately) including all leads and lifts of materials as per BIS specification. |
| 17 | 100mm nominal bore. |
| 18 | Providing & fixing cast iron cowl including entire carriage of materials upto all leads and lifts as per BIS specification. |
| 19 | 100mm |
| 20 | Providing and fixing double flanged Cast Iron sluice valve of following dia of Kirloskar/Leader make conforming to IS:14846/2000 with up to date amendment as per Class PN-1.00 to withstand in normal seat pressure of 10.20 Kg/cm² including welding with M.S. Flanges table-5 as per IS 6392-1971 including carriage in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 21 | 50 mm Dia Please Enable Macros to View BoQ information |
