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| 1 | Excavation in foundation trenches etc. in all kinds of soil in all leads and lifts such as pick work, jumper work in saturated/un saturated soil including bailing out water, blasting work in hard/ soft rock or chieselling in hard/soft rock where blasting in prohibited in all leads and lifts stacking the excavated earth more than 3mtr. clear from the edge of excavation and then returing the stacked soil in 15cm layers when required into plinth sides of foundation etc. consolidating each deposited layer by ramming and watering and disposing od all surplus excavated earth as directed with in all leads and lifts and handing over the usable materials available from excavation to department free of cost as per direction of Engineer-in-charge with in all leads and lifts complete in all respect. |
| 2 | Cutting in earth work and disposal of excavated earth in all kinds of soil in pick work, jumper work and blasting work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 3 | Providing and laying cement concrete 1:3:6 (1 cement:3 sand:6 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. |
| 4 | Providing and laying cement concrete 1:1.5:3 (1cement:1.5 sand : 3graded stone aggregate 20mm nominal size)and curing complete excluding cost of form work and re-inforcement for reinforced concrete work in: |
| 5 | Foundations, footings, basis of columns & the like and mass concrete. |
| 6 | wall (any thickness but not less than 0.1 m thickness) attached pillasters, buttresses, plinth and string courses, etc. from top of foundation level upto floor two level. |
| 7 | Suspended floors, roofs, landing, shelves and their supports balconies, beams and girders bressumers and cantilevers upto floor two levels including all leads and lifts etc. complete in all respect. |
| 8 | Providing,placing & laying of mild/tor steel reinforcement for RCC work including bending binding and placing in position complete upto floor level with in all leads and lifts complete in all respect. |
| 9 | Providing form work with steel plates 3.15 mm thick welded with angle iron in frame 30x30x5 mm so as to give a fair finish including centering,shuttering,strutting and propping etc. with wooden battons and ballies,height of propping and centering below supporting floor to ceiling not exceeding 4.00 mtr and removal of the samefor in situreinforced and plain concrete work in :- |
| 10 | Flat surfaces such as soffits of suspended floors,roofs,landing and the like floor etc. up to 200 mm in thickness including all leads and lifts complete in all respect. |
| 11 | Vertical surface such as walls(any thickness) partitions and the like including attached pillasters, butteresses, plinth and string courses and the like. |
| 12 | Providing, laying , jointing and fixing inlet, outlet & scour pipe (LG) including all leads and lifts. |
| 13 | 100mm dia |
| 14 | 80mm dia |
| 15 | 65mm dia |
| 16 | 50mm dia |
| 17 | Providing and fixing MS man hole cover of size 600x600mm made up of 3.15 mm thick MS sheel fixed in angle iron frame of 50x50x5mm supproted with MS flat of 50x5mm at center of sheet including fising hold fast, hinges and locking arrangment and lock of medium size etc. complete in all respect. |
| 18 | Providing and fixing double flanged Cast Iron Sluice valve of follwing dia PN-1.0 of Leader/Kirloskar/Kilburn/Kartar/all approved make conforming to as per IS: 14846-2000 with MS flanges IS: 6392-1971 with hand wheel (and other accessories) with upto amendment as per class PN-1.0 to with standing nominal seat pressure of 10.00 Kg/cm2 flange table-5 including welding of MS flange in two layer i/c carriage in all leads & lifts as per direction and to the entire satisfaction of Engineer-in-Charge. |
| 19 | 100mm dia |
| 20 | 80mm dia |
| 21 | 65mm dia |
| 22 | Providing and placing in horizontal layers filtering media duly graded, screened, cleaned and washed as specified and to the entire satisfation of the Engineer in charge. |
| 23 | Top layer, Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00). |
| 24 | Second layer, Coarse sand, 3mm - 6mm |
| 25 | Third layer : Bajri 6mm to 20 mm. |
| 26 | Fourth layer : Bajri 20mm to 25 mm |
| 27 | Bottom layer: Broken stone 50mm to 75mm |
| 28 | Providing and laying cement concrete 1:2:4 (1cement:2 sand:4 graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for RCC work in :- Cement concrete drain in CC 1:2:4 under the precast slab, size of drain 0.10x0.125x80mtr. |
| 29 | 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. |
| 30 | Providing and laying cement concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size with 15% plum and curing complete excluding the cost of form work in retaining wall/ breast wall. The size of plum shall usually be 150mm to 300mm as per HPPWD specification in all respect and as per direction and to the entire satisfaction of Engineer-in-charge. |
| 31 | Steel work in single section including cutting hoisting R.S. joints channel angles iron 40x40x5mm thick abgle iron for post complete in all respect. |
| 32 | 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. |
| 33 | Providing and fixing of compound steel gate of size 1350x900mm 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 |
| 34 | Demolition above G.L. upto floor two level including disposal of unservicable material within 20 meters lead :-un-rainforced cement councreate more than 15 cm thickness. |
| 35 | Providing, laying, jointing and testing in trenches of galvanised mild steel of following dia meter, including carriage of pipe and cost of fittings such as tee, elbow, union and nipple etc. of ISI marked and testing for leakage complete with in all leads and as per the direction of Engineer in charge (Earth work in trenches to be measured and paid for seperately) |
| 36 | Providing,supplying & fixing of ISI Marked copper Alloy Secrewed end Gate Valves (Class-II) for water works purpose as per ISI 778: 1984 ( Reaffirmed-2010) with latest ammendments in all respect as per direction and satisfation of Enginner in charge. |
| 37 | 65mm Please Enable Macros to View BoQ information |
