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| 1 | Cutting in earth work in all kind of soil such as pick, jumper work blasting hard and soft rock chiseling soft or hard rock where blasting is prohibited and disposal of all ececavated earth work in all leads and lifts and to the entire satisfaction of the Engineer-in-charge. |
| 2 | Excavation in foundation, trenches etc. in all kinds of soil such as pick work, jumper work, blasting work in soft / hard rock, chiselling in soft / hard including wedging out of a rock where blasting is prohibited including dewatering in saturated soil and stacking the excavated earth/metarials upto all leads and lifts up to all lifts, not exceeding more than 3.0mtr. clear from the edge of excavation and then returning the stacked soil in 15 centimeters layers when required in to plinths, sides of foundation etc. consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as per direction and to the entire satisfation of Engineer- in- charge up to leads and lifts. |
| 3 | Excavation in drain and channel etc. in earth work including dressing of sides and bed and disposing of excavated earth upto a lead of 20 mtrs. And lift upto 1.5 mtrs. Disposesd earth to be leveled and neatly in (PJW).With in all leads and lifts as per the direction of the Engineer-in-charge. |
| 4 | Providing and laying cement concrete 1:4:8 (1:cement :4 sand:8 graded stone aggregate 40 mm nominal sixe) and curing complete excluding cost of form work in foundation and plinth including carriage of material with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge. |
| 5 | Providing and laying cement concrete 1:6:12(1: cement :6 sand :12 graded crushed stone aggregate of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth within all leads and lifts as per direction of the Engineer-in-charge. |
| 6 | Providing and laying cement conctete 1:5:10 (1cement: 5sand: 10graded stone agg. 40mm nominal size) with 15% plum and curing complete excluding cost of form work in R/Wall/Brest walls the size of plum 150 to 300mm as per PWD specification. With in all leads and lifts as per the direction of the Engineer-in-charge. |
| 7 | Providing and laying cement concrete 1:3:6(1: cement :3 sand :6 graded crushed stone agg. of 40mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. |
| 8 | Providing and laying cement concrete 1:2:4(1: cement :2 sand :4 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work in foundation and plinth with in all leads and lifts as per direction of the Engineer-in-charge. |
| 9 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. |
| 10 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 11 | Suspended floor roofs, landing and shelves and their support balconies, beams, girders, bressumers and contilever upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 12 | Providing and laying cement concrete 1:1.5:3(1: cement :1.5 sand :3 graded crushed stone agg. of 20mm. Nominal size) and curing complete excluding the cost of form work and reinforcement for reinforced concrete work in :- |
| 13 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. |
| 14 | Wall ( any thickness but not less than 0.10 mtr. Thickness) including attached pilasters buttersses, plinth and string courses etc, from top of foundation upto floor two level with in all leads and lifts as per direction of the Engineer-in-charge. |
| 15 | 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, shuttering strutting and propping etc. with wooden batten and ballies, in all heights of propping and centring below supporting floor to ceiling not exceeding 4 mtrs and removal of the same for insitu-reinforced concrete and plain concrete work in :- |
| 16 | Vertical surfaces such as wall (any thickness) partitions and the like including attached pillasters, buttresses plinth and string courses and the like in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 17 | In flat surfaces with steel plates such as soffits of suspended floors, roofs, landing and the like floor etc upto all thickness in all leads and lifts as per direction and to the entire satisfaction of Engineer-in-charge. |
| 18 | Providing and Placing of mild steel/tor steel (reinforcement for RCC work) including bending,binding and placing in positioncomplete in all respect including all leads and lifts as per the direction and entire satisfaction of Engineer-in-Charge. |
| 19 | Providing and fixing steel gate with side grating in wall within all leads and lifts.i) Single faced Sluice gate confirming to IS 3042;1965 latest with upto date ammendments for a maximum seating unbalanced head of 15 mts water with a suquare size of 1.00x1.00 with wall mounted frame to control the water flow in the treanch manually operated by the hand wheel with gearing system with in static limits of 1.00 mts duly febricated with cast iron frame and door shall be a quality not less than grade 20 of IS 210-1962 with upto date ammendments.ii) Frame : The frame shall be robust spingot of an appropriate length cast integral at the back for case of support in the water way and provide an effective seal and the back of the frame shall be flat . A cast Iron side guide strip having a machined taper face on the under side shall be fixed to the frame on each side by MS Studs and extending over the height of water way to provide effective guide through out the travel of the door.iii) Door : the door shall be reinforced ribs cast integral at the back for strength on each side there shall be tapered sungs or gun metal or bronze tape strips not less than three, machined to match similar taped faced side guide strips on the frame.iv) Face : facing shall be so screwed to brass rivets in the machined gooves of the frame and dooor and machined and hand finished that door fully shut a satisfactory water tight seal.v) Guide : Guide shall be adequated screwed to the main frame by stud bolt and provision shall be made of appropriate movement to adjust the degree of wedging consists with sealing properly. vi) Spindle : The dia of rising spindle shall not be less than 62 mm and shall be terminate at top of sluice door and operated through out either frame or floor mounted head stock. |
| 20 | Steel work in single section including cutting, hoisting, fixing in position and applying a primining coat of red lead paint in R.S Joists, Channels,angles, tees with in all leads and lifts as per the direction of Engineer-in-Charge. |
| 21 | Providing, laying, fixing, jointing and testing (by way of circumfrential butt welded joints in three layers by electrical arc welding 95% and 5% MS flanges) in trenches of MSERW pipe(Zinc coated) of following dia meters conforming to ISO 3183-2007, pipe grade L290 or X-42 and L360 or X-52(latest with upto date amendments) having wall thickness as specified below with plain end and capable of withstanding required test pressure in random length of 4 to 7 meters, including cost of flanged bends of all degrees conforming to IS/ISO:3183-2007 specials, short pieces, bends, reducers, tees etc. made from parent tube. The laying of pipe will include all operations such as cutting, welding, jointing, providing & fabrication of bends, tees etc including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the 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 pipes shall be factory galvanized (zinc coating both inside and outside) as per relevant IS:4736-1986 with upto date amendments. The welding electrodes shall be as per IS 814:2004 of Advani/Oerlikon/L&T or ISI marked make. The tolerance in thickness mass/weight of pipe will be accepted as per relevant BIS code. The rates also include entire carriage of material, flushing, cleaning & hydraulic testing, D.P test of butt welded joints complete to the best satisfaction & directin of Engineer-in-charge with in all leads and lifts. (Earth work in trenches will be measured and paid for seperately) |
| 22 | 300 mm dia L290 or X42 (4.80 mm wall thickness) |
| 23 | Providing, laying, jointing and testing HDPE Pipe in trenches 2.50 Kg. F/ cm² working pressure unplasticized pipes conforming to IS: 4984-2016 as amended up to date complete with fitting (Earth work in trenches to be measured and paid for separately) PN 6 with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.PE-80 thickness minimum 7.6 & maximum 8.6 SDR-17, IS : 4984-2016.. |
| 24 | Nominal Dia 75mm OD |
| 25 | Nominal Dia 110mm OD |
| 26 | Nominal Dia 125mm OD |
| 27 | Providing and fixing double flanged cast steel sluice valve of following dai of Kirloskar/leader make conforming to BS: 1868/MSERW-300 Various class, complete in all respects and as per direction of Engineer-in-Charge. Please Enable Macros to View BoQ information |
