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| 1 | Excavation in foundationsin all kinds of soil such as pick work ,jumper work, blasting hard or soft rock chiseling whereblasting is prohibited or saturated soil , lift upto 1.50 mtr stacking the excavated soil not more than 3.00 mtr clear from the edge of the excavation and then returning the stacked soil in 15 cm layers when required into plinth sides of foundation consolidating each deposited layers by ramming and watering and then disposing of all surplus excavated earth as directed with a lead of 20 mtrs. P/J Work. |
| 2 | Providing and laying cement concrete 1:3:6 (1 cment:3 sand: 6 graded stone agg. 40mm Nominal size) and curring complete excluding the cost of form work in foundation & plinth |
| 3 | Providing and laying cement concrete 1:1.5:3 (1cement :1.5 sand :3 graded stone aggregate20mm. nominal size) and curing complete excluding cost of form work and reinforcement for feinforced concrete work in: |
| 4 | Foundation footings bases of columns and the like and mass concrete. |
| 5 | Wall (any thickness but not less than 0.1 m thickness) attached pilasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level : |
| 6 | Suspended floor, roofs, landing shelves and their support balconies beams, griders. bressumers and cantilever within all lead and lifts. |
| 7 | Providing and layingno fine cement concrete 1:6 (1cement :6 graded stone aggregate20mm. nominal size) and curing complete excluding cost of form work in foundation and plinth, walls etc. |
| 8 | 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, shuutering, strutting and propping etc. with wooden battens and ballies, height of propping and centring below supporting floor to ceiling not exceeding 4 Mtrs. and removal of the same for insitu-reinforced concrete & plain concrete work in: |
| 9 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like. Lloors etc. upto 200mm. In thickness with in all leads and lifts. |
| 10 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillaster buttresses, plinth and string courses and the like with in all leads and lifts. |
| 11 | White washing with lime on undecorated wall surfaces two coats to give an even shade including throughly brooming the surface to remove all dirt dust mortar dirt and other foreign matter. |
| 12 | Providing tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor two level to the entiresatisfaction of the Engineer in charge.Tor steel with in all leads and lifts. |
| 13 | Laying, jointing and testing in trenches of GMS pipe as per IS 1239-2001 below mentioned dia in random length 5-6 mtrs. and jointed with flanged after every 100 mtrs. and remaining other with circumferencial butt welded joints pipes including cost ofbends of all degrees as per dimensions weight and test pressure mentioned below in a random length of 5m-6m, The M.S. flanges are to be provided as per table below conforming to IS: 6392-1971 (latest upto date amendments) and welding of flanges with pipes as per IS: 816-1965 with a electrode as per IS: 814-1967 including required Nos. and size of M.S. nut and bolts as per IS: 1369-1967 and reinforced fiber jointing gaskets sheet not less than 3mm thick sas per IS: 2712-1965. The welding of flanges to be done on both faces in two layers to make the joints leak proof and to the entire satisfaction of the Engineer-in-charge. The laying of pipes should be conformed to IS: 5822-1994 (earth work in trenches to measured and paid seprately) .The IS and other relevant sepecification shall be followed. |
| 14 | 125mm dia GMS Pipe (MG) with Flange Table-5 |
| 15 | Providing and Supplying of CI Sluice Valve Kirlosker/Ladder Make with hand wheel as per IS 14846-2000 with in all leads and lifts to the entire satisfaction of Engineer-in-charge. |
| 16 | 125mm dia. |
