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| 1 | Carriage of Material from Jammu to Site of Work average 290 km by Mechanical transport and avg 5 km by HEAD load |
| 2 | 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 |
| 3 | Providing and fixing G.I. /HDPE pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) HDPE(63mm dia) |
| 4 | HDPE(50mm dia) |
| 5 | HDPE(40mm dia) |
| 6 | HDPE(32mm dia) |
| 7 | HDPE(25mm dia) |
| 8 | GI (15mm dia) |
| 9 | 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. |
| 10 | 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). |
| 11 | Refilling Excavated Soil back into trench |
| 12 | 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 |
| 13 | below 40mm dia |
| 14 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. GI (50mm dia) |
| 15 | GI (40mm dia) |
| 16 | GI (32mm dia) |
| 17 | Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete .(50mm dia) |
| 18 | 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 |
| 19 | 40 mm dia Nominal Bro |
| 20 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) 50 mm dia Nominal Bro |
| 21 | 40 mm dia Nominal Bro |
| 22 | 32 mm dia Nominal Bro |
| 23 | 25 mm dia Nominal Bro |
| 24 | 20 mm dia Nominal Bro |
| 25 | 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 Bro |
| 26 | 50 mm dia Nominal Bro |
| 27 | 40 mm dia Nominal Bro |
| 28 | 32 mm dia Nominal Bro |
| 29 | 25 mm dia Nominal Bro |
| 30 | 20 mm dia Nominal Bro |
| 31 | 15 mm dia Nominal Bro |
| 32 | Providing and fixing Brass Bib Cock of approved Quality |
| 33 | 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). |
| 34 | Providing 12mm dia steel wire rope inc carriages up to site of work. |
| 35 | chain pully on hire charges including fastening wire and providing operator and skilled person. |
| 36 | Carriage of sand an bajri from nearby source to road sode of work anavg distance 20 km by MT and 3km by H/L beloew 40mm N/SL(beyond provision in SSR 2022). |
| 37 | Carriage of bajri above 40mm N/S from nearby source to road sode of work anavg distance 20 km by MT and by 3km by H/L(beyond provision in SSR 2022). |
| 38 | Carriage of cement from nearby source to road sode of work anavg distance 20 km by MT and 3km by H/L(beyond provision in SSR 2022). |
| 39 | Carriage of steel from nearby source to road sode of work anavg distance 20 km by MT and 3km by H/L(beyond provision in SSR 2022). |
| 40 | E/W in excavation by manual means over areas exceeding 30 cm in depth 1.5m in width as well ae 10 sqm on plan including lead and lift 50m and 1.5m respectively.(70% all kind of soil ,20 ordinary rock,and 10% hard rock blasting probhited.) |
| 41 | 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) |
| 42 | 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 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) |
| 43 | P/L in position cement concrete (1:1.5:3) in wall of any thickness including curing but excluding cost of centering and shuttering.All work above plinth level. |
| 44 | P/L in position cement concrete (1:1.5:3) in Beam suspended floors having slope upto 15 degree including curing but excluding cost of centering and shuttering. |
| 45 | P/L in position cement concrete (1:1.5:3) including curing but excluding cost of centering and shuttering, all work upto plinth level. |
| 46 | 50mm thick cement concrete flooring(1:2:4). |
| 47 | 12mm thick cement plaster with floating coat of neat cement of (1:4)mix. |
| 48 | Centering shuttering including strudding proobing etc and removal of form work for foundation footings base of column etc for mass concrete |
| 49 | Centering and shuttering including strutting, propping etc and removal of form for walls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 50 | Centering and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms. |
| 51 | Providing and incorporating during concreting GP 12.5mm thick sheet strip at joints. |
| 52 | Providing and mixing water proofing material in cement concrete work in dose by weight of cement as per manufacturers specification (1kg/50kg cement). |
| 53 | P/Fixing manhole cover with 4mm Ms sheet (45x45x5)mm angle. |
| 54 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm. |
| 55 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more |
| 56 | Carriage of sand and Bajri (below 20mm N/S) from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading for an av. distance of MT 40Km and H/L 1.5km. |
| 57 | Carriage of Bajri ( 40mm N/S) from source (to be identified by engineer in charge) to site of work/dumping place (To be identified by engineer in charge) including cost for loading and unloading for an av. distance of MT 40 Km and H/L 1.5km. |
| 58 | Carriage of Cement from division head quarter from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance by Mechanical Transport 10 Km and H/L 1.5 km. |
| 59 | Carriage of Steel from division head quarter from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance by Mechanical Transport 10Km and H/L 1.5km. |
| 60 | manforce required for cutting washout/inlet/out let inlet/out let connection to Gsr and fixing of manhole and air bend. Mazdoor |
| 61 | fitter Please Enable Macros to View BoQ information |
