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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 70% all kind of soil & 30% ordinary rock. |
| 2 | 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. |
| 3 | Supply of stone nallah (stacking size 225mm by measured. & reduced by 15%) & dumping and filling of stone in horizontal on level. |
| 4 | 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) |
| 5 | Centring and shuttering including strutting, propping etc.and removal of form work walls (any thickness.) incl. attached pilasters, buttresses, plinth & string courses. |
| 6 | Dry random rubble masonry with hard stone in foundation and plinth without bond stone. |
| 7 | 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 |
| 8 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 40 mm dia nominal bore. |
| 9 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 65 mm dia nominal bore. |
| 10 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80 mm dia nominal bore. |
| 11 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 100 mm dia nominal bore. |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | 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. |
| 16 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 50 mm dia. |
| 17 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 65 mm dia. |
| 18 | Providing and fixing of gun metal gate valve with C.I. wheel of approved quality as per BIS specifications (screwed end) 80 mm dia. |
| 19 | Carriage of G.I pipes by Mechanical Transport including loading unloading & stacking from Procurment Jammu to road side of work average distance 200 Km. |
| 20 | 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. |
| 21 | Carriage of Cement & steel 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 20 km. |
| 22 | 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. |
| 23 | 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 an average distance 40 Km. |
| 24 | 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 at an average distance 02 Km. |
| 25 | Carriage of stone by Manual means including loading unloading & stacking from source (to be identified by Engineer in charge) to site of work at anA) Average distance 0.50 Km. |
| 26 | B) Average distance 01 Km. Please Enable Macros to View BoQ information |
