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| 1 | Carriage of Material from Jammu to Site of Work average 240 km by Mechanical transport and avg 6 km by HEAD load |
| 2 | C/O ( HDPE Pipe ) Carriage of Material from Jammu to Site of Work average 240 km by Mechanical transport and Road side to site of Work avg. 5 Km by H.L |
| 3 | Carriage of Material from Jammu to Site of Work average 290 km by Mechanical transport and avg 5 km by HEAD load |
| 4 | C/O ( HDPE Pipe ) Carriage of Material from Jammu to Site of Work average 290 km by Mechanical transport and Road side to site of Work avg. 4 Km by H.L |
| 5 | Providing and fixing G.I. /HDPE pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) HDPE(75mm dia) |
| 6 | HDPE(63mm dia) |
| 7 | HDPE(50mm dia) |
| 8 | HDPE(40mm dia) |
| 9 | HDPE(32mm dia) |
| 10 | HDPE(25mm dia) |
| 11 | GI (20mm dia) |
| 12 | GI (15mm dia) |
| 13 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth 1m away from cutting edge.(70% all kind of soils ,30% ordinary rock. |
| 14 | Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. 2.6.1 All kinds of soil 80% : 2.6.2 Ordinary Rock 20%.(plate form cutting in in hill sides to preapare bed for trunch). |
| 15 | Refilling Excavated Soil back into trench |
| 16 | Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, manually/by mechanical means including stacking of pipes within 50 meters lead as per direction of Engineer-in-charge : above 40mm dia |
| 17 | below 40mm dia |
| 18 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. GI (50mm dia) |
| 19 | GI (40mm dia) |
| 20 | GI (32mm dia) |
| 21 | Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing Tee, including cutting and threading the pipe etc. complete. 25mm to 40 mm dia Nominal Bore |
| 22 | 40 mm dia Nominal bore |
| 23 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm dia Nominal bore |
| 24 | 40 mm dia Nominal bore |
| 25 | 32 mm dia Nominal bore |
| 26 | 25 mm dia Nominal bore |
| 27 | 20 mm dia Nominal bore |
| 28 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws including excavation, refilling the earth or cutting of wall and making good the same complete wherever required. 65 mm dia Nominal Bore |
| 29 | 50 mm dia Nominal bore |
| 30 | 40 mm dia Nominal bore |
| 31 | 32 mm dia Nominal bore |
| 32 | 25 mm dia Nominal bore |
| 33 | 20 mm dia Nominal bore |
| 34 | 15 mm dia Nominal bore |
| 35 | Providing and fixing Brass Bib Cock of approved Quality |
| 36 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work upto plinth level in 1:4:8 (1 cement: 4 coarse sand : 8 graded stone aggregate 40mm nominal size) |
| 37 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts,struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etcupto floor V level, including curing but excluding the cost of centring, shuttering and finishing with.(1:2:4). |
| 38 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: 15.2.1 1:3:6 or richer mix (i/c equivalent design mix |
| 39 | Centering shuttering including strudding proobing etc and removal of form work for foundation footings base of column etc for mass concrete |
| 40 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge. 16.25.1 Made of G.I. wire of dia 4 mm |
| 41 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. |
| 42 | Carriage of sand an bajri from nearby source to road sode of work anavg distance 10 km by MT beloew 40mm N/SL(beyond provision in SSR 2022). |
| 43 | Carriage of bajri above 40mm N/S from nearby source to road sode of work anavg distance 10 km by MT (beyond provision in SSR 2022). |
| 44 | Carriage of cement from nearby source to road sode of work anavg distance 5 km by MT (beyond provision in SSR 2022). |
| 45 | Carriage of steel from nearby source to road sode of work anavg distance 05 km by MT (beyond provision in SSR 2022). Please Enable Macros to View BoQ information |
