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| 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 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 5 | 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. |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 7 | 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) |
| 8 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification. |
| 9 | 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 : |
| 10 | 1:1.5:3(1 cement: 1.5 mainland river sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 11 | 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: |
| 12 | 1:1.5:3 (1 cement : 1.5 mainland river sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) |
| 13 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 14 | Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for |
| 16 | Foundations, footings, bases of columns, etc. for mass concrete |
| 17 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 18 | Suspended floors, roofs, landings, balconies and access platform |
| 19 | Edges of slabs and breaks in floors and wallsUnder 20 cm wide |
| 20 | 12 mm cement plaster finished with a floating coat of neat cement of mix: |
| 21 | 1:4(1 cement: 4 fine sand) |
| 22 | 6 mm cement plaster of mix: |
| 23 | 1:3(1 cement :3 fine sand) |
| 24 | Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. |
| 25 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work |
| 26 | 25 mm dia nominal bore |
| 27 | 40 mm dia nominal bore |
| 28 | 65 mm dia nominal bore |
| 29 | 80 mm dia nominal bore |
| 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 | 25 to 40 mm nominal bore |
| 32 | 50 to 80 mm nominal bore |
| 33 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 34 | 25 mm nominal bore |
| 35 | 40 mm nominal bore |
| 36 | 65 mm nominal bore |
| 37 | 80 mm nominal bore |
| 38 | Providing flanged joints to double flanged C.I./ D.I. pipes and specials, including testing of joints : |
| 39 | 80 mm diameter pipe |
| 40 | Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : |
| 41 | 25 mm diameter pipe |
| 42 | 40 mm diameter pipe |
| 43 | 65 mm diameter pipe |
| 44 | 80 mm diameter pipe |
| 45 | Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required : |
| 46 | 40 mm nominal bore |
| 47 | 80 mm nominal bore |
| 48 | Extra for addition of synthetic Polyester triangular fibre of length 12mm, effective diameter 10-40 microns and specific gravity of 1.34 to 1.40 in cement concrete/ RCC/ Flooring/ water retaining structures by using 125 gram of synthetic Polyester triangular fibre for 50 kg cement used as per direction of Engineer-in-Charge. |
| 49 | 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 mainland river sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). |
| 50 | Cement concrete flooring 1:2:4 (1 cement : 2 mainland river sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 51 | 40 mm thick with 20 mm nominal size stone aggregate |
| 52 | Providing and fixing in position Aluminium plate as per design for expansion joints. Please Enable Macros to View BoQ information |
