|
| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 upto 1.5 m, as directed by Engineer-in-charge All kinds of soil 40% |
| 2 | Ordinary rock 30% |
| 3 | Hard rock (blasting prohibited) 30% |
| 4 | Dumping stone including cost of stones. in Horizontal on level |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 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) |
| 6 | Pumping out water caused by springs ,tidal or river seepage, broken water mains or drains and the like. |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° 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) : 3 graded stone aggregate 20 mm nominal size). |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts |
| 12 | Centering and shuttering including strutting, propping etc. and removal of form for Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform Columns, Pillars, Piers, Abutments, Posts and Struts |
| 14 | Centering and shuttering including strutting, propping etc. and removal of form for Edges of slabs and breaks in floors and walls Above 20 cm wide |
| 15 | Earth work in excavation by mechanical means (Hydraulic excavator) 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 upto 1.5 m, as directed by Engineer-in-charge All kinds of soil |
| 16 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 17 | Providing and laying damp-proof course 50mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20mm nominal size). |
| 18 | Earth work in rough excavation, banking excavated earth in layers not exceeding20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller orwooden or steel rammers, and rolling every 3rd and top-most layer with powerroller of minimum 8 tonnes and dressing up in embankments for roads, floodbanks, marginal banks and guide banks or filling up ground depressions, leadupto 50 m and lift upto 1.5 m : All kinds of soil Deduct for not rolling with power roller of minimum 8 tonnes for banking excavated earth in layers not exceeding 20 cm in depth Deduct for not watering the excavated earth for banking |
| 19 | Providing and laying MS pipe including earthwork in excavation, laying of pipe with proper grade refilling the earth make it good including cost of material and carriage for complete job. 450mm dia. |
| 20 | Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering, shuttering, finishing and reinforcement - All workup to plinth level :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) |
| 21 | P/L boulder apron for bed projection the stone boulders of min size 25 kg laid dry and weight |
| 22 | P/L 900 mm dia hume pipe of length 2.5 mtr including, excavation, bed, solling , carraige all complete job |
| 23 | Carriage of cement & steel avg. Lead of 100 Km by MT |
| 24 | Carriage of Sand/ Aggregate avy. Lead of 20 Km by MT |
| 25 | Carriage of Stone Lead of 10 Km by MT |
| 26 | 245.94 |
| 27 | 452.99 |
| 28 | 1292.6 |
| 29 | 1124.57 |
| 30 | 6755.89 |
| 31 | 196.74 |
| 32 | 9250.59 |
| 33 | 13630.96 |
| 34 | 129.01 |
| 35 | 361.26 |
| 36 | 907.43 |
| 37 | 749.83 |
| 38 | 871.6 |
| 39 | 1384.96 |
| 40 | 1170.03 |
| 41 | 454.0 |
| 42 | 245.94 |
| 43 | 6761.86 |
| 44 | 573.71 |
| 45 | 808.51 |
| 46 | 85000.0 |
| 47 | 376.96 |
| 48 | 11277.66 |
| 49 | 1200.0 |
| 50 | 65000.0 21057745.1653 17845537.0697 Please Enable Macros to View BoQ information |
