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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 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. |
| 3 | 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. |
| 4 | Dressing of Side Slopes and preparation of sub grade for lining work With in all leads and lifts as per the direction 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 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. |
| 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 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. |
| 9 | 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. |
| 10 | Foundation footing bases of column and the like mass concrete with in all leads and lifts as per direction of the Engineer-in-charge. |
| 11 | 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. |
| 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 | Wire crate of GI Wire filled with boulder with square cut faces against the wire ( Wire crate to be measured and paid for separately) with in all leads and lift to the entire satisfaction of Engineer in charge. |
| 18 | Providing/laying wire crates made of G.I wire filled with boulders with square cut faces against the wire (boulder filling to be measured and paid separately)15cm X 15cm mesh (GI wire 5mm thick corresponding to SWG 6) in apron and sloping pitch i/c carriage & material with in all leads and lifts as per direction of the Engineer-in-Charge. ( The wire crates to be made of GI wire (5mm thick) are hand wooden double knitting twisted. |
| 19 | Providing & Placing of 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. |
| 20 | 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 steel pipe of following dia meters conforming to ISO 3183-2012, pipe grade L290 or X-42 (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 specials, short pieces, bends, reducers, tees etc. made from parent tube, providing and welding of MS flanges detailed as below. The MS flanges shall conform to BIS 6392-1971 (with latest up to date amendments) duly welded in two layers (two inner and one outer) with pipes at both ends as per relevant BIS standards along with nuts and bolts of required sizes, 3mm thick compressed asbestos fiber/synthetic rubber gaskets conforming to relevant BIS standards. The laying of pipe will include all operations such as cutting, welding, jointing, providing & fixing of MS flanges, 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 standards and the damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani/Oerlikon/LandT or ISI marked make. The rates also include entire carriage of material, flushing, cleaning and hydraulic testing complete to the best satisfaction and directin of Engineer-in-charge with in all leads and lifts. (Earth work in trenches, welding of flanges/butt welding will be measured and paid for seperately) |
| 21 | MSERW Pipe 150 mm dia. L-290 or x 42 wall thickness 4.80 mm |
| 22 | Providing and welding MS flanges 5% of joints confirming to following table as oer IS 6392-1971 (latest with upto date amenments) with plain end GMS/MSERW pipe in requiste number oflayers on both faces to make the joint leak proof ( the cost of providing and laying of MSERW pipes to be measured and paid for seprately) the welding of flanges should confirm to IS 816-1969 with electrod as per IS 814-1991 and required number of nuts and bolts confirm to IS 1364 including cost of gasket sheet not less than 3.00 mm confirm to IS 2712-1998. the work shall be done to the entire satisfaction of Engineer in charge with in all leads and lifts. |
| 23 | M.S. Flanges 150 mm dia. Table - 5 |
| 24 | Providing Circumferential butt welded joints by arc welding to MSERW pipe (95%), welded in three layers of weld sems so as to achieve the minimun effective theval thickness of weld conforming to IS 816 -1969 specifications by using welding electrode of 2.5 mm to 6.30 mm of advani oerlikon (Adoreic 1 to JET /ET/EIAB make conforming to IS 814-1991 including die pentration test at site of work complete in all respect including mannual/mechanical chiselling of pipes in all leads and lifts to the entire satisfication of Engineer-in-charge. |
| 25 | MSERW Pipe 150 mm dia. |
| 26 | 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 & paid for separately) PN 4 with in all leads and lifts, as per direction and entire satisfaction of the Engineer-in-Charge.PE-63 thickness minimum 7.6 & maximum 8.6 SDR-17, IS : 4984-2016. |
| 27 | Nominal Dia 160mm OD |
| 28 | Nominal Dia 75 mm OD |
| 29 | Nominal Dia 63 mm OD |
| 30 | Providing and fixing brass full way valve with wheel of superious quality with in all leads and lifts as per the direction of Engineer in Charge. |
| 31 | 80mm dia |
| 32 | 65mm dia Please Enable Macros to View BoQ information |
