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| 1 | Cutting in earth work in all kind of soil in all leads and lifts such as spade work,Pick work, jumper work, saturated/unsaturated soil blasting work in soft /hard rock,chiselling/wedging out rocks, where blasting is prohibited in all leads and lifts stacking the usefull material available from cutting work and handing over the usefull material to the department free of cost as per direction of the Engineer-in-Charge with in all leads and lifts. |
| 2 | Excavation in foundations, trenches etc.in all kind of soil in all leads and lifts such as pick work, jumper work in saturated/unsaturated soil including bailing out water, blasting work in hard/ soft rock or chiseling in hard/soft rock where blasting is prohibited in all lifts stacking the excavated earth not more than 3 mtrs clear from the edge of excavation and then returning the stacked soil in 15 cm layers when required into plinths sides of each deposited layer by ramming and watering and then disposing of all surplus excavated earth foundations etc., consolidating as directed within all leads and lifts and handing over the useable materials available from excavation to department free of cost to the entire staisfaction ofEngineer-in-charge with in all leads and lifts |
| 3 | Providing & laying reinforcementcement concrete 1:1.5:3(1cement:1/2sand:3graded stone agregate of 20mm nominal size) curingcomplete excluding cost of from work and reinforcemenr for reinforced concrete work including all leads and lifts. |
| 4 | Foundations , footings bases of columns and the like and mass concrete work complete in all respect. |
| 5 | Walls any thikness but not less that 0.10 Mtrs thickness including attached pilasters, buttresses plinth and string courses etc, from top of foundation (level) upto floor two level including all leads and lifts etc. complete in all respect. |
| 6 | Suspended floors, roofs, landing, shelves and their supports balconies, beams and girders bressumers and cantilevers upto floor two levels includingall leadsand lifts etc. Complete in all respect. |
| 7 | Providing and laying cement concrete work 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:- |
| 8 | foundation and plinth |
| 9 | Providing and laying cement concrete work 1:2:4(1 Cement :2 Sand: 4 graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work in:- |
| 10 | foundation and plinth |
| 11 | Providing and laying cement concrete 1:3:6 ( 1 cement:3 sand:6 graded stone aggregate 40 mm nominal size )and curing complete excluding cost of form work with in all leads and lifts complete in all respect. |
| 12 | in foundation and plinth |
| 13 | Providing and laying cement concrete 1:4:8 ( 1cement:4 sand: 8 graded stone aggregate 40 mm nominal size )and curing complete excluding the cost of form work within all leads and lifts |
| 14 | in foundation and plinth |
| 15 | Prov. and laying cement concrete 1:5:10(1cement:5sand:10 graded stone agg. 40mm nominal size) and curing complete excluding the cost of form work in Foundation and plinth. |
| 16 | in foundation and plinth |
| 17 | Providing and laying plum cement concrete 1:5:10 (1cement 5 sand 10 graded stone agg.40mm nominal size) with 15 % plum and and curing complete excluding cost of form work inretaining wall breast wall , the size of plums shall usally be 150 mm to 300 mm as per HP.PWD specification within all leads and lifts |
| 18 | Providing & laying Mild steel/Tor steel reinforced for RCC work including bending, binding and placing inposition complete upto floor two level within all leads and lifts complete in all respect and to the entire satisfaction of the Engineer-in-charge. |
| 19 | Providing form work with steel plates 3.15mm thick weldedwith angle iron in frame 30x30x5mm so as to give a fair finish including centring, shuttering, strutting , strutting and propping etc. with wooden, battens, and ballies, height of propping and centring below supporting floor to ceiling not exceeding 3 mtrs.and removal of the same for insitu reinforced concrete and plain concrete work in complete in all respect i/c all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 20 | Flat surfaces such as soffits of suspended floors,roofs,landing and the like floor etc. above 200 mm in thickness including all leads and lifts complete in all respect. |
| 21 | Vertical surfaces such as soffits of suspended floors,roofs,landings and the like including attached pillasters,buttresses, plinth and string courses and the like. |
| 22 | Edges of slabs and breaks in floor and wall:- Under 20cm wide. |
| 23 | Providing form work of ordinary timber plankings so as to give a rough finish including centring,shuttering, strutting and propping etc. height of propping and centring below supporting floor to ceililng not exceeding 4 metres and removal of the same for insitu reinforced concrete and plain concrete work in :- |
| 24 | Arches exceeding 6 metres span. |
| 25 | Laying, jointing and fixing inlet, outlet & scour pipe (LG) including all leads and lifts and to the entire satsfaction of the Engineeer in charge. |
| 26 | 65mmdia |
| 27 | 80mmdia |
| 28 | 100mmdia |
| 29 | Manufacturing and supplying of 65 mm dia GMS pipe stand post 1.5 mtrs. Long i/c providing and welding of M.S Sheet 0.30 x 0.30 mm thick in the bottom of pipe making hole for 15 mm dia ,G.I pipe and red led paint for pipe and plates, fittings such as elbow, socket, nipple, self closing tap complete in all respect as per direction & entire satisfection of Engineer-in-Charge up to all leads and lifts. |
| 30 | Manufacturing and fixing 1 meter high 100 mm dia GMS tube vent pipe plugged at top including drilling minimun 30 hole of 8 mm dia in periphery of pipe for ventilation as per the entire satisfection of Engineer-in -Charge. |
| 31 | Providing and fixing ofsteel/fiber SFRC Manhole cover & frame confirming to IS Specifications Code -12592 Part - II 1990 with latest ammendments(500 mm diameter medium duty) complete within all respect and to the entire satisfaction of the Engineer-in-charge. |
| 32 | Supplying and fixing cast iron Man hole cover forstorage tank 23 Kg. Weight fixing in position complete in all respects. |
| 33 | Providing and fixing MS man hole cover of size600 x 600 mm made up of 3.15 mmthick plain MS sheet fixed in angle iron frame frame of 50x50x5mm supported with MS flat of 50x5mm at center of sheet including fising hold fast ,hinges and locking arrangement and lock of medium size etc complete in all respects. |
| 34 | Providing & fixing of ISI marked Copper Alloy Screwed End Glove Valves (Class-II) for water works purpose as per IS 778-1984 with in all leads and lifts & to entire staisfaction ofEngineer-in-charge. |
| 35 | 65mmdia |
| 36 | 80mmdia |
| 37 | 100mmdia |
| 38 | Providing and placing in horizontal layer filtering media duly graded ,screened, washed and cleanedas specified by the Engineer-in-charge.Complete in all respect including all leads and lifts in:- |
| 39 | Top layer:- Fine sand (Eff.size 0.20mm to 0.40mm and uniformity-co- efficient 2.00 to 3.00). |
| 40 | Second layer:- Coarse sand 3mm to 6mm. |
| 41 | Third layer:- Bajri 6mm to 20mm. |
| 42 | Fourth layer:- 20mm to 25mm. |
| 43 | Bottom layer:-Brokenstone 50mm to 75mm size. |
| 44 | Providing, laying and placing RCC precast slab size 300mmx400mmx50mm in cement concrete 1:2:4 (1 cement:2sand:4 graded stone aggregate 20mm nominal size and curring complete. |
| 45 | 20mm cement plaster in single coats,on rough side of bricks/stone walls for interior plasteringuptofloor two level including arrises internalrounded angles, chamfers, and/or roundedangles not exceeding 80mm in girth and finished even andsmooth:-a)In cement mortar 1:3 (1cement:3sand).including all leads and lifts. |
| 46 | Providing and Fixing brass bib tap (Superior or heavy type) 15 mm dia with capstan head complete in all respect. |
| 47 | Steel work in single section including cutting hoisting R.S. joints channel angles iron 40x40x5mm thick abgle iron for post complete in all respect. |
| 48 | Providing and fixing of 1.80m high barbed wire fencing with M.S. angle iron of size 40x40x6mm minimum 2.50mtrs. C/C with nine horizontal rows and two diagonal rows of galvanised steel barbed wire (IS-278-1962 type-1) weight of 9.38 kg./100mtrs.(minimum) storical and fixed to post complete cost of posts structs and straining bolts shall be paid for separately horizontal and diagonal wire. |
| 49 | Providing and fixing of compound steel gate of size 1500x1200mm fixing in IMAC channel of 75x75mm (1.96m over all) with hinges including gate made of angle iron 40x40x6mm for horizontal and vertical strips respectively welded within all respect including old strip size 300x16mm with necessary accessories complete in all respect including fixing the gate with hold fast and MS plate 10x10x6mm with in all leads, lift and to the entire satisfation of Engineer in charge |
| 50 | Providing and fixing tank vent of 0.75mtr. Dia and 0.60mtrs. In heightconsisting of RCC 1:2:4 support frame and dome top cap, providing with MS square vertical bar screen of 6mm dia, 0.075 meters centre to centre covered with mosquito proof G.I. wire mesh etc. complete in all respect. |
