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| 1 | Excavation in foundation trenches etc. in earth work liftupto 1.50 mts stacking the excavated soil not more than 3 metre clear from the edge of excavation and then returning the stacked soil in 15 centimetre (Fifteen centimetre)layer when required into plinth sides of foundation etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge within all leads and lifts. |
| 2 | Earth work without dewatering |
| 3 | Earth work with dewatering |
| 4 | Providing and laying cement concrete 1:3:6 (One cement is to three sand is to six graded stone aggregate 40 milimetre nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per the direction of Engineer-in-charge. |
| 5 | Providing and laying cement concrete 1:1.5:3(One cement is to one and half sand is to three graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 6 | Foundation,footings bases of column and the like mass concrete within all leads and lifts as per the direction of Engineer-in-charge. |
| 7 | Walls (any thickness) butt not less then 0.10 metre thickness) attached pillasters, buttresses, plinth and string courses etc. from top of foundation up to floor two level with in all leads and lifts as per the direction of Engineer-in-charge. |
| 8 | Providing and laying no fine concrete in 1:4 (one cement to 4 graded stone aggregate 20mm nominal size) and curing complete within all leads and lifts as per the direction Enginner-in-charge. |
| 9 | Providing form work with steel plates 3.15 milimetre thick welded with angle iron in frame 30*30*5 milimetre so as to give a fair finish including centring,shuttering,strutting and propping etc. with wooden battens ballies,height of propping and centring below supporting floor two ceiling not exceeding 4 metre and removal of the same for in-situ-reinforced concrete and plain concrete work in- |
| 10 | Vertical surfaces such as walls(any thickness)partitions walls and the like including attached pillasters,buttreses plinth string courses and the like within all leads and lifts as per the direction of Engineer-in-charge |
| 11 | Flat surfaces such as soffits of suspended floors,roofs,landings and the like floors etc.upto 200 milimetre in thickness within all leads and lifts as per the direction of Engineer-in-charge. |
| 12 | Providing in reinforcement cement concrete work smooth finsihing of the exposed surface with cement mortor 1:3 (one cement to 3 sand) within all leads and lifts as per the direction Enginner-in-charge. |
| 13 | Providing and laying cement concrete 1:2:4 (One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in:- |
| 14 | Suspended floors,roofs landing shelves and their supports balconies beams,girders and cantilevers upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. |
| 15 | Providing and laying mild steel/tor steel reinforcement for reinforced cement concrete work including bending binding and placing in position complete upto floor two level within all leads and lifts as per the direction of Engineer-in-charge. |
| 16 | Steel work welded in built up sections,trusses and framed work including cutting,hoisting and fixing in position and applying a priming coat of red lead paint in gratings,framed guard bars,ladders,railing,brackets and similar type of work within all leads and lifts as per the direction of Engineer-in-charge. |
| 17 | Laying and jointing in trenches galvanised mild steel / mild steeltubes,tube fitting (Light / medium grade) ofvarious dia. (Earth work in trenches to be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge. a) 150 milimetre dia. |
| 18 | Fixing cast iron sluice valve (with hand wheel ) as per IS: 780-1984 class-1 upto 300 mm dia. (i/c brass spindle & as per 2906-1984 class-II for dia.300 mm ) complete with bolts nuts, rubber insertion etc. (The tail end pieces if required shall be measured and paid for separately) within all leads and lifts as per the direction of Engineer-in-charge.a) 150 milimetre dia. |
| 19 | Construction of chamber for sluice valve with C.I.surfaces bex 100 milimetre top dia 160 milimetre bottom diametre and 180 milimetre deep with chained lid and reinforcement cement concrete top slab 1:2:4(One cement is to two sand is to four graded stone aggregate 20 milimetre nominal size)120 milimetre thick foundation bes concrete 1:5:10(One cement is to five sand is to ten graded stone aggregate 40 milimetre nominal size)and in side cement plastering 1:3(One cement is to three sand)finished with a floating coat of neat cement including curing complete with 300 milimetre thick wall of squared rubble masonry with hard stone of approved quality in cement mortar 1:6(One cement is to six sand)as per the direction of Engineer-in-charge within all leads and lifts size 600x600x750 with 150 milimetre thick wall of reinforcement cement concrete 1:2:4. |
| 20 | Manufacturing, febrication & fixing of M.S. man hole coverof 0.60x0.60m size made of M.S. Sheet 2.0 mm thick with M.S. angle 35x35x5mm thick with hinges one side and sliding door bolt for locking arrangement i/c cutting, welding and priming & Painting two coats of anamel paint skycompletein all respect to the entire satisfaction of the Engineer-in-charge. |
| 21 | Stone filling behind the long wall facing towards upper side within all leads and lifts direction by the Engineer-in-charge. |
