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| 1 | 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 as directed by Engineer incharge in all kind of soil. |
| 2 | 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 as directed by Engineer incharge in ordinary rock. |
| 3 | Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in all kind of soil. |
| 4 | Earth work in excavation by manual means over areas (exceeding 30cm and upto 1.5mtr in width as well as 10 Sqm on plan) including disposal of excavated earth upto 1mtr. for cutting edge, disposed earth to be levelled & neately dressed in ordinary rock. |
| 5 | Supply of stone nallah (stacking size 225mm by measured. & reduced by 15%) & dumping and filling of stone in horizontal on level. |
| 6 | Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:4:8 ( 1 cement : 4 coarse sand : 8 graded stone aggr. 40mm nominal size. |
| 7 | Providing & laying in position cement concrete of specified grade excluding the cost of centring & shuttering all work upto plinth level in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggr. 20mm nominal size). |
| 8 | 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 etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 9 | Centring shuttering and propping removal of foam work in walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses. |
| 10 | Dry random rubble masonry with hard stone in foundation and plinth without bond stone. |
| 11 | Filling available excavated earth ( excluding rock) in trenches, plinth side of foundationetc. In layer not excedding 20cm in depth , lead upto 50mtr and lift upto 1.5mtr |
| 12 | Providing and laying S&S Centrifugally Cast (Spun)/ Ductile Iron Pipes conforming to IS : 8329 -200 mm dia Ductile Iron Class K - 9 Pipes. |
| 13 | Providing push-on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket 200 mm dia pipes. |
| 14 | Providing Laying and fixing of G.I. pipes complete with GI fiiting excluding cost of earthwork and refilling etc . G.I Pipe 25mm nominaal bore. |
| 15 | Providing Laying and fixing of G.I. pipes complete with GI fiiting excluding cost of earthwork and refilling etc . G.I Pipe 32mm nominaal bore. |
| 16 | Providing Laying and fixing of G.I. pipes complete with GI fiiting excluding cost of earthwork and refilling etc . G.I Pipe 40mm nominaal bore. |
| 17 | Providing Laying and fixing of G.I. pipes complete with GI fiiting excluding cost of earthwork and refilling etc . G.I Pipe 50mm nominaal bore. |
| 18 | Providing Laying and fixing of G.I. pipes complete with GI fiiting excluding cost of earthwork and refilling etc . G.I Pipe 65mm nominaal bore. |
| 19 | Providing Laying and fitting of HDPE pipes 50 mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost earthwork and refilling etc . |
| 20 | Providing Laying and fitting of HDPE pipes 63 mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost earthwork and refilling etc . |
| 21 | Providing Laying and fitting of HDPE pipes 75 mm dia (all classes) complete including G.I. Union, bend, coupler excluding cost earthwork and refilling etc . |
| 22 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 25 mm nominal bore. |
| 23 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 32 mm nominal bore. |
| 24 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 40 mm nominal bore. |
| 25 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 50 mm nominal bore. |
| 26 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 65 mm nominal bore. |
| 27 | Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (new work) 80 mm nominal bore. |
| 28 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 40 mm dia |
| 29 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm dia |
| 30 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm dia |
| 31 | Carriage of D.I pipes by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 210 Km. |
| 32 | Carriage of D.I pipes by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work average distance 1.50 Km. |
| 33 | Carriage of G.I pipes by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 200 Km. |
| 34 | Carriage of G.I pipes by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work average distance 02 Km. |
| 35 | Carriage of HDPE pipes by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 200 Km. |
| 36 | Carriage of HDPE pipes by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work average distance 02 Km. |
| 37 | Carriage of Cement by Mechanical Transport including loading unoading & stacking from nearest market place (To be identified by engineer in charge) to road side of work at an average distance of 20 km. |
| 38 | Carriage of cement by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work average distance 02 Km. |
| 39 | B) average distance 01 Km. |
| 40 | Carriage of Sand & stone aggrigate upto 40mm nominal size (crshed) by Mechanical Transport including loading unoading & stacking from source (To be identified by engineer in charge) to road side of work at anA) average distance of 40 km. |
| 41 | B) average distance 45 Km. |
| 42 | Carriage of Sand and stone aggrigate up;to 40mm by Manual Means incliding loading unloading & stacking from road side (to be identified by Engineer in charge) to site of work average distance 02 Km. |
| 43 | B) average distance 01 Km. |
| 44 | Carriage of stone by Manual means including loading unloading & stacking from source (to be identified by Engineer in charge) to site of work at an average distance of 01 Km. Please Enable Macros to View BoQ information |
