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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: |
| 2 | All Kinds of Soil |
| 3 | Earth work in excavation by mechanical means (hydraulic excavator) 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, within a lead of 50 metres: |
| 4 | All Kinds of Soil |
| 5 | Providing and laying of dry stone soling tightly hand packed incl all Carraiges |
| 6 | 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) |
| 7 | Providing and laying cement concrete in kerbs, steps and the like at or near ground level including curing, excluding the cost of centring, shuttering, and finishing. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mmnominal size) |
| 8 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 9 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 10 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form work for: |
| 12 | Foundations, footings, bases of columns etc. for mass concrete. |
| 13 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 14 | Suspended floors, roofs, landings, balconies and access platforms. |
| 15 | Edges of slabs and breaks in floors and walls Under 20 cm wide |
| 16 | 12mm Cement plaster of mix: 1:6 |
| 17 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level (cold Twisted) |
| 18 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. (Welded) |
| 19 | Laying in position centrifugally cast (spun) iron S&S or flanged pipes (excluding cost of pipe) |
| 20 | 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. |
| 21 | Providing and fixing C.I. double acting air valve/pressure releasing valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately). |
| 22 | 200mm Dia |
| 23 | Providing /Fixing/fabricaction of DI /GI Bends tees union elbows, Nipples etc. |
| 24 | Providing and fixing of pipe specials DI/GI |
| 25 | 50mm Dia GI bends /Tees |
| 26 | 50mm Dia GI Union |
| 27 | 40mm Dia GI Union |
| 28 | 40mm tee |
| 29 | 40mm elbow |
| 30 | 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 |
| 31 | above 40 mm nominal bore |
| 32 | belwo 40 mm nominal bore |
| 33 | Laying and fitting of G.I. pipes (all classes) complete excluding cost of pipes, fittings and Earth work. |
| 34 | 50 mm dia GI pipes |
| 35 | 40 mm dia GI pipes |
| 36 | 25 mm dia GI pipes |
| 37 | Providing & Fixing Regulation valves as per site requirement of approved make etc excluding P/F of Tail pieces etc complete |
| 38 | 200mm sluice valve |
| 39 | 100mm sluice valve |
| 40 | 80mm sluice valve |
| 41 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 42 | Carriage of material from source to dumping site at road by mechnical transport. Avg. |
| 43 | cement and steel 30Km |
| 44 | sand and agg. 20mm 50Km |
| 45 | agg. 40mm 50Km |
| 46 | Stone soiling 20Km |
| 47 | Pipes 200mm dia DI for 50Km |
| 48 | Below 100mm for 50KM |
| 49 | Extra Carriage of material from dumping site upto actual site of work for Avg lead. |
| 50 | Pipes 200mm dia DI for 4000mtr |
| 51 | Below 100mm for 500 mtr |
| 52 | Cement 4000Mtr lead |
| 53 | steel for Avg. Lead (4000mtr) |
| 54 | Sand Bajri (4000Mtr) |
| 55 | Agg.40mm (4000Mtr) |
| 56 | stone soiling (4000mtr) Please Enable Macros to View BoQ information |
