|
| 1 | EARTH WORK |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge |
| 3 | All kinds of soil |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift up to 1.5m, as directed by Engineer-in-charge |
| 5 | Hard rock (blasting prohibited) |
| 6 | 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 up to 50 and for all lift |
| 7 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift up to 3m, as directed by Engineer-in-charge |
| 8 | 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 up to 1 km and lift up to 1.5m etc.complete including conveying the earth up to 1km |
| 9 | CEMENT CONCRETE (CAST IN SITU) |
| 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering – All work upto plinth level: |
| 11 | 1:4:8 (1 Cement : 4 Coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 12 | REINFORCED CEMENT CONCRETE |
| 13 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 15 | Suspended floors, roofs, landings, balconies and access platform |
| 16 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level |
| 17 | Thermo mechanically treated bars of grade Fe-500D or more |
| 18 | STONE WORK |
| 19 | Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like |
| 20 | Cement Mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 21 | coursed rubble masonry (first sort ) with hard stone in foundation and plinth with: |
| 22 | Cement Mortar 1:6 ( 1 cement : 6 coarse sand ) |
| 23 | WATER SUPPLY |
| 24 | Providing and fixing Unplasticized Poly Vinyl Chloride (UPVC) pipes of 10kgf/cm2pressure rating for domestic water suppply, conforming to IS:4985 including all UPVC plain & brass threadaed fittings (as per IS:7834/IS:10124) including fixng the pipe with clamps at 1..00 m spacing. This includes jointing of pipes & fittings with solvent cement and testing of joints complete as per direction of Engineer in Charge. Exposed on wall |
| 25 | 63mm nominal dia pipes Please Enable Macros to View BoQ information |
