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| 1 | WSS Mahore |
| 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 in all kinds of Soil. |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) |
| 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 etcupto 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 | Hand-packing stones in wire-crates; excluding cost of crates and stones. |
| 6 | Supply of Stones for Wire Crates |
| 7 | Dumping stone including cost of stones in Horizontal on level |
| 8 | Dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping groundwithin 50 meters lead. |
| 9 | 12mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form work for: Retaining walls, return walls, walls (any thickness) including attached pilasters buttresses |
| 11 | Providing and fixing of knitted wire crates of 6 x 1.5 x 1.5 m and mesh size 100 mm x 100 mm of wire 4 mm dia |
| 12 | Carriage of wire crates for an average distance of 150 km by Mechancial Transport and 200 Mtrs by Head load. |
| 13 | Carriage of Sand from nearest source to site of work for an average distance of 50 km by mechanical Transport and 200 Mtrs by Head load. |
| 14 | Carriage of Stone Aggregate from nearest source to site of work for an average distance of 70 km by mechanical Transport and 200 Mtrs by Head load. |
| 15 | Carriage of Stone from nearest source to site of work for an average distance of 6 km by mechanical Transport and 200 Mtrs by Head load. |
| 16 | Carriage of Material including loading, unloading and stocking of G.I Pipes from Jammu to site of for an average distance of 170 Km by Mechancal Transport and 05 km by head Load. |
| 17 | Carriage of Material including loading, unloading and stocking of HDPE Pipes from Jammu to site of for an average distance of 170 Km by Mechancal Transport and 05 km by head Load. |
| 18 | Dismantling G.I. pipes/HDPE (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 :100 mm dia G.I Pipes |
| 19 | 65 mm dia G.I Pipes |
| 20 | 50 mm dia G.I Pipes |
| 21 | 40 mm dia G.I Pipes |
| 22 | 32 mm dia G.I Pipes |
| 23 | 25 mm dia G.I Pipes |
| 24 | 20 mm dia G.I Pipes |
| 25 | 15 mm dia G.I Pipes |
| 26 | Laying and fitting of G.I. pipes/HDPE Pipes (all classes) complete excluding cost of pipes, fittings and Earth work.100 mm dia. G.I. pipes |
| 27 | 65 mm dia. G.I. pipes |
| 28 | 50 mm dia. G.I. pipes |
| 29 | 40 mm dia. G.I. pipes |
| 30 | 32 mm dia. G.I. pipes |
| 31 | 25 mm dia. G.I. pipes |
| 32 | 20 mm dia. G.I. pipes |
| 33 | 15 mm dia. G.I. pipes |
| 34 | 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: |
| 35 | Providing and fixing G.I. pipes/HDPE complete with fittings excluding trenching and refilling etc. (external work).100 mm dia. nominal bore (G.I) |
| 36 | 15 mm dia. nominal bore (G.I) |
| 37 | 63 mm dia (HDPE) |
| 38 | 50 mm dia (HDPE) |
| 39 | 40 mm dia (HDPE) |
| 40 | 32 mm dia (HDPE) |
| 41 | 25 mm dia (HDPE) |
| 42 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. Please Enable Macros to View BoQ information |
