|
| 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. 20%OR, 80% AKS DEWATS,DRAIN,RWALL |
| 2 | 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, within a lead of 50 metres: a.k.s (TRENCH FOR POLE) 20%OR, 80% AKS |
| 3 | 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)DRAIN ,RWALL,CHAMBER |
| 4 | 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) UNDER DEWATS PCC 150MM AND EGDE WALL OF DRAIN |
| 5 | 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) UNDER DEWATS PCC 150MM AND EGDE WALL OF DRAIN 20% Boulders |
| 6 | 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) RCC BASE SLAB DEWATS, DRAIN SLAB |
| 7 | 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 ofcentering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) DEWATS WALL |
| 8 | 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). DEWATSSLAB 200MM THICK |
| 9 | 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) DRAIN BED |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level |
| 11 | 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) |
| 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 DEWAT |
| 13 | 20mm Thick Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) DEWATS INTERNAL AND OUTER |
| 14 | 20mm Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) |
| 15 | 6 mm cement plaster to ceiling of mix 1 : 3 (1 cement : 3 fine sand) DEWATS |
| 16 | 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 . |
| 17 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust.( 40 AND 60 MM NOMINAL SIZE 50-50%) |
| 18 | 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 (DC inlet 9M)(110mm dia internal pipe 30X1.5)(110mm dia outlet pipe 10M)(110mm dia pipe vent 2M) |
| 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 TEE |
| 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 ELBOW |
| 21 | 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 |
| 22 | Precast slabs Rectangular shape 600x450 mm precast R.C.C. manhole cover with frame - L.D. - 25 |
| 23 | Perforated slabs 480 mm X 580 mm X 75 mm |
| 24 | Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 40-60 nominal size 25 % (at Inlet, center and outlet)10-20 mm 75 % nominl size GRAVEL FILLTER |
| 25 | 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 1M,110mm dia perforated pipe 5.67M |
| 26 | ADD Cost of plants |
| 27 | 15mm Thick Cement plaster of mix: 1 : 4 ( 1 cement : 4 fine sand) DRAIN WALLS |
| 28 | Structural steel work in built up sections, trusses and framed work,including cutting, hoisting, fixing in position and applying a primingcoat ofapproved steel primer all complete. Welded , manufacturing brand, WITH ISI MARKED. |
| 29 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. |
| 30 | 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-incharge. 16.25.1 Made of G.I. wire of dia 4 mm |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete. |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 33 | Centering and shuttering including strutting, propping etc. and removal of form for: Suspended floors, roofs, landings, balconies and access platforms. |
| 34 | Edges of slabs and breaks in floors and walls |
| 35 | CARRIAGE OF Steel 05 Km By M/T & 50 m by H/L. |
| 36 | CARRIAGE OF Cement 05 Km By M/T & 50 m by H/L. |
| 37 | CARRIAGE OF Sand 35 Km By M/T & 50 m by H/L. |
| 38 | Carriage of Aggregates 100 m H/L. |
| 39 | Carriage of BRICKS 70 km M/T & 50 m H/L. |
| 40 | Carriage of STONE 0.5 km MT |
| 41 | CIB MARBLE PLATE AND GEOTAG PHOTOS Please Enable Macros to View BoQ information |
