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| 1 | Cutting in earth work and disposal of excavated earth upto a lead of 20 mtrs. In pick and jumper work in all lead and lift as per the direction of engineer in charge. |
| 2 | Excavation in foundations trenches etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dewatering in saturated soil up to all leads and lifts stacking the excavated soil / materials not more than 3 meters clear from the edge of excavation and then returning the stacked soil in 15 centimeter layers when required into plinths side of foundations etc., consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. |
| 3 | Excavation in earth work and disposal of all excavated earth such as pick work , jumper work , blasting work in hard/ soft rock, including dewatering in saturated soil upto all leads and liftsdisposed earth to be levelled and neately dressed within all leads and lifts as per the driction of Engineer-in Charge. (for field channels) |
| 4 | Excavation in drains and Channel etc. in earth work in all kinds of soil such as pick work, jumper work, blasting work in hard/ soft rocks, chiseling / wedging out of hard /soft rock including dressing of side and bed and disposing of excavated earth up to all leads and lifts and then disposing of all surplus excavated earth within all leads and lifts as per the direction of Engineer-in -Charge. (for Main channels) |
| 5 | Providing and laying Cement Concrete work 1:6:12(1cement :6sand : 12graded stone aggregate 40mm nominal size) & curing complete excluding the cost of form work in foundation & Plinth |
| 6 | Providing and laying cement concrete 1:5:10 with 15% plum ( 1 cement : 5sand : 10 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. |
| 7 | Providing and laying cement concrete 1:4:8 ( 1 cement : 4 sand: 8 graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth within all leads and lifts as per the direction of Engineer-in-Charge. |
| 8 | Providing and laying cement concrete 1:3:6 ( 1 cement: 3 approved sand : 6 approved graded stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth. |
| 9 | Providing and laying cement concrete 1:3:6 ( 1 cement: 3 approved sand : 6 approved graded stone aggregate 20mm nominal size) and curing complete excluding cost of form work in foundation and plinth. |
| 10 | 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:- |
| 11 | Foundations, footings bases of columns and the like mass concrete within all leads and lifts. |
| 12 | Walls of kuhl / channel (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 13 | Suspended floor roofs, landing & shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 14 | Providing and laying cement concrete 1:1½:3 ( 1cement :1½ approved sand:3 approved graded stone aggregate 20 mm nominal size ) and curing complete excluding cost of form work and reinforcement for reinforced concrete work in: |
| 15 | Foundation , foootings base of columns and the like and mass concrete. |
| 16 | Wall any thickness but not less than 0.10 mtr. Thickness attached pillasters, buttresses, plinth and string courses etc. from top of foundation level upto floor two level. |
| 17 | Suspended floor roofs, landing & shelves and their support balconies, beams, girders, bressumers and cantilever upto floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 18 | Providing RCC smooth finishing in cement mortor 1:3 (1cement : 3 sand) within all leads and lifts as per the direction of Engineer-in-Charge. |
| 19 | Providing form work with steel plates 3.15 millimeter thick welding with angle iron in frame 30x30x5 millimeter, so as to give fair finish including centering, shuttering strutting and propping etc. with wooden battens and ballies for all height of propping and centering below supporting floor to ceiling and removal of the same for in-situ-reinforced concrete and plain concrete work in:- |
| 20 | Flat surface such as soffits of suspended floors, roofs, landing and the like floor etc. up to 200 millimeters in thickness within all leads and lifts as per the direction of Engineer-in-Charge. |
| 21 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like within all leads and lifts as per the direction of Engineer-in-Charge. |
| 22 | Walls of kuhl/ channel (any thickness but not less than 0.10 metre thickness) attached pilasters, buttersses, plinth and string courses etc. from top of foundation level upto floor two level within all leads and lifts. |
| 23 | Providing tor steel reinforcement for reinforced concrete work including bending, binding and placing in position complete up to floor two level within all leads and lifts as per the direction of Engineer-in-Charge. |
| 24 | Steel work welded in built up sections including cutting,hoisting,fixing in position and applying a priming coat of red lead paint in:- grating,framed guard,bars ladders,railing brackets & similar works as per direction of engineer-in-charge. |
| 25 | Wire crate made of G.I. wire filled with boulders with square cut faces aginst the wire ( wire crate to be measured and paid for separetaly) the weight of boulder should not be less than 18 kg.each within all leads and lifts as per the direction of Engineer-in -Charge. |
| 26 | Wire crate made of G.I. wire filled with boulders with square cut faces against the wire ( boulder filling to be measured and paid for separetaly)G.I. wire 5mm thick corresponding to SWG-6. 15 cm x 15 cm mesh. The size of crate 1.25x1.25x1.25 metre within all leads and lifts as per the direction of Engineer-in -Charge. (The wire crate to be made of GI wire 5.00mm thick R & bwooron and double knoted twisted.) |
| 27 | Squared rubble masonery coursed with hard stone of approved quality in foundation and plinth including raking out joints in cement mortar 1 : 4 ( one cement : four sand) complete in all respect within all leads and lifts as per the direction of Engineer -in- Charge. |
| 28 | Providing and fixing M.S. Nakka Plate /Control gate 5mm thickness (17.90 Kg.) complete in all respect within all leads and lifts as per the direction of Engineer -in- Charge. |
| 29 | Providing and fixing M.S. plate V-Notch 90 degree the weight of notch 30.97 kg. complete in all respect within all leads and lifts as per the direction of Engineer -in- Charge. |
| 30 | Laying, jointing with circumferential butt joints by electrical arc welding 94% butt welding 6% flanged ( welding thickness shall be equal to pipe wall thickness) and testing of GI pipe of following diameter confirming to IS:1239:1990 (Part-ii) (latest with upto date amendements having wall thickness as specified below capable of withstanding required test pressure, including manufacturing and fabrication of reducers tapers all short pieces, bends ect as per site requirement made from parent tubes. The laying of pipe shall also include flanged joints dully welded in three layers( two inner and one outer) wherever required as per engineer- in charge (earth work in trenches and the cost of flanges I/C nut and bolts gasket will be measured and paid for separately) and all operations such as cutting, welding and jointing fabrication of bends tees i.e lowering and laying in excavated trench to ensure required level including flushing cleaning and hydraulic testing complete in all respect tp the entire satisfaction of the Engineer in charge.. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The welding electrodes shall be as per IS 814 of Advani Overlikon/over cord s/s make. The damaged portion of the pipe and all specials (if damaged during laying and jointing operation of pipe) made from the parent tube shall be provided anti corrosive treatment by applying two coats of anti corrosive bituminous paints over a priming coat as per AWWA specification C-203-1978. The rates also include entire carriage of material, flushing, cleaningand hydraulic testing DP testof butt welded joints complete in all respect and to the entire satisfaction of Engineer in Charge with in all leads and lifts. 150 mm dia (Medium class) |
| 31 | Providing & fixing CI Sluice valve (with hand wheel) as per IS : 780-1984 class-I 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 piece if required shall be measured & paid for separatly) 150 mm dia |
| 32 | Providing MS flanges (In pairs) 5 % for the joints of G.I. pipes mentioned as below and same shall conform to BIS 6392-1971 ( latest with up to date amendments) including the cost of nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards and it shall also include carriage of materials within all leads and lifts complete in all respect to the best satisfaction and direction of Engineer in charge. Please Enable Macros to View BoQ information |
