|
| 1 | 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. |
| 2 | All kinds of soil |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lif. |
| 4 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 6 | 1:3:6 (1 Cement : 3 coarse sand (zone-Ill) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 7 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. |
| 8 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 9 | 1:1.5:3(1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 10 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement: |
| 11 | 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) |
| 12 | 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). |
| 13 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 14 | Foundations, footings, bases of columns, etc. for mass concrete |
| 15 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 16 | Suspended floors, roofs, landings, balconies and access platform |
| 17 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 18 | Stairs, (excluding landings) except spiral-staircases |
| 19 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 20 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 21 | 12 mm cement plaster of mix: |
| 22 | 1:4(1 cement: 4 fine sand) |
| 23 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 24 | 1:3(1 cement: 3 fine sand) |
| 25 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 26 | Finishing walls with water proofing cement paint of required shade: |
| 27 | New work (Two or more coats applied @ 3.84 kg/10 sqm) |
| 28 | Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. External work |
| 29 | PN - 10 Pipe, 110 mm OD (SDR-11) |
| 30 | Non Schedule Items |
| 31 | Providing and fixing Metal strips for casting joints walls at CWR. |
| 32 | Providing and fixing gun metal gate valve with C.I wheel of approved quality (screwed end): |
| 33 | 100mm nominal bore. |
| 34 | Making connection of PPR distribution branch with PPR main of following sizes by providing and fixing tee, including cutting and threading the pipe etc. complete: |
| 35 | Above 80mm nominal bore. |
| 36 | Construction cement concrete chamber 60x60x75 cm inside with Cement concrete 1:3:6 ( 1 cement : 3 Coarse sand :6 graded stone aggregate) for Sluice wall with C.I. surfae box 100 mm top dia mt,160mm bottom dia mtr, and 180mm deep(inside) with chained lid & RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) i/c necessary excavation, foundation concrete 1:5:10 (1cement: 5 fine sand:10 graded stone aggregate 40mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick finished with floating coat of neat cement Complete per standard design and as per the direction of Engineer -In Charge. Please Enable Macros to View BoQ information |
