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| 1 | Earth work in excavation (E/W) by manually 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 & Lead Upt to 1 m from cutting edge, including getting out excavated earth and disposla of surpulus excvbated earth as directed: |
| 2 | Earth work in excavation (E/W) by mechanically 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 & Lead Upt to 1 m from cutting edge, including getting out excavated earth and disposla of surpulus excvbated earth as directed: |
| 3 | Extra for In or under water and/or liquid mud, including pumping out water as required |
| 4 | Providing & laying stone Boulders including all except carriage of material.@ 85% |
| 5 | 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) |
| 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:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 7 | 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:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 8 | Providing and laying in position reinforced cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 9 | Thermo-mechanically Treated bars of grade Fe-500D or more as Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinh level |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: A. Manwhole Walls Internal |
| 11 | B. Suspend floors, roofs, landings, balconics and access platforms. |
| 12 | C. Edges of slabs and breaks in floor and walls under 25 cm depth |
| 13 | Providing, Fixing in position precast R.C.C manhole cover and fram (HD-20) of required shape and approved quality (including All Carriage Complete Job). |
| 14 | Carriage of materials by mechinical means A. Soling 15 KM |
| 15 | B. For 40 mm aggregate from an average lead of 15 Km |
| 16 | C. For 20 mm aggregate from an average lead of 15 Km |
| 17 | D. For sand from aggregate from an average lead of 15 Km |
| 18 | Disposal of surplus earth (5 km) |
| 19 | Structual steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a printing coat of approved steel primer all complete. |
| 20 | Provision for Phe utilities (I/s) Please Enable Macros to View BoQ information |
