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| 1 | ( PART-1) Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil 80% and 20% ordinary rock. |
| 2 | 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate20 mm nominal size) |
| 3 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 4 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments,posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 5 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level includingcuring but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 7 | Providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer’s specification. (1 kg of water proofing material in 50 kg of cement) |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for:Foundations, footings, bases of columns etc. for mass concrete |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 11 | Centering and shuttering including strutting, propping etc. and removal of form for:Edges of slabs and breaks in floors and walls |
| 12 | Honey-comb brick work 10/11.4 cm thick with common burnt clay (non-modular) bricks of class designation 75 in superstructure above plinth level upto floor five level in cement mortar 1:4 (1 cement : 4 coarse sand) including curing complete |
| 13 | 20mm Thick Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 14 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) |
| 15 | Extra for waterproofing compound in cement plaster for brick masonary work at one kg per bag or in the proportion recommended by the manufactures, for cement mortar 1:4 mix 20mm thick cost of materials complete as per specifications . |
| 16 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust.40mm nominl size and 60mm nominl size |
| 17 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes, 110 mm dia |
| 18 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm dia tees |
| 19 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110mm dia elbow |
| 20 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110mm dia end cap |
| 21 | Precast slabs,Rectangular shape 600x450 mm precast R.C.C. manhole cover with frame - L.D. - 25 |
| 22 | Precast slabs Perforated slabs 480 mm X 580 mm X 75 mm |
| 23 | Carriage of Sand 90 Km By MT &150 Mtr By AT/HL. |
| 24 | Carriage of Aggrigates 40 Km By MT &150 Mtr By AT/HL. |
| 25 | Carriage of Bricks 100 Km By MT &150 Mtr By AT/HL. |
| 26 | ( PART-2) Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil 80% and 20% ordinary rock |
| 27 | 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 28 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement.All works upto plinth level 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) |
| 29 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 30 | 20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slabs and breaks in floors and Under 20 cm wide |
| 33 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 40-60 nominal size (at Inlet, center and outlet) |
| 34 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust.10-20 mm nominl size |
| 35 | Providing and fixing on wall face un-plasticized Rigid PVC rain water pipes conforming to IS: 13592 Type A including jointing with seal ring conforming to IS: 5382 leaving 10 mm gap for thermal expansion. (i) Single socketed pipes ,110 mm dia |
| 36 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm dia tees |
| 37 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110mm dia elbow |
| 38 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110mm dia end cap |
| 39 | Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion.110 mm dia perforated sampling pipe. |
| 40 | Carriage of Sand 90 Km By MT &150 Mtr By AT/HL. |
| 41 | Carriage of Aggrigates 40 Km By MT &150 Mtr By AT/HL. |
| 42 | Add Cost of Plants |
| 43 | ( PART-3) Earth work in bulk excavation by manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil 80% and 20% ordinary rock |
| 44 | Earth work in excavation by manual 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, including getting out excavated earth and disposal of surplus excavated earth as directed: All kinds of soil 80% and 20% ordinary rock |
| 45 | 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 46 | 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 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) with 20% Boulders |
| 47 | Dry random rubble masonry with hard stone in foundation and plinth:Without bond stone |
| 48 | 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) |
| 49 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size). |
| 50 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. |
| 51 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 52 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 53 | 15mm Thick Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 54 | Structural steel work in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Welded |
| 55 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in charge. Made of G.I. wire of dia 4 mm |
| 56 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 57 | Carriage of Sand 90 Km By MT &150 Mtr By AT/HL. |
| 58 | Carriage of Aggrigates 40 Km By MT &150 Mtr By AT/HL. |
| 59 | Carriage of Stones 500 Mtr By AT/HL. |
| 60 | Add Cost of Citizen Information Board (Engraved Marble) Please Enable Macros to View BoQ information |
