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| 1 | Earthwork in excavation for laying of different types and sizes of RCC spun pipes with disposal of excavated earth within initial lead and lift as per specification and direction of E/I. (i) For classification of soil item A.[3.3.1] |
| 2 | Providing coarse clean sand in filling in foundation tranches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building a specification and direction of E/I.[5.1.10] |
| 3 | Providing designation 75B one brick on flat soling joints filled with local sand including cost of watering taxes royality all complete as per specifiacation and direction of E/1.[5.6.3] |
| 4 | Supplying 450 mm dia NP3 RCC Hume Pipe with collar…do…do…E/I |
| 5 | Providing labour for fitting and fixing 450 mm dia NP2 RCC Hume Pipe…do...do…E/I.[3.3.6.4] |
| 6 | Earthwork in back filling the trench after laying different types and sizes of RCC spun pipes..do….do…E/I.[3.3.2] |
| 7 | Disposal of excavated earth in borrow area of lead 1km(k) + 2km(p) |
| 8 | Providing and laying PCC M-20 with nominal mix (1:1.5.3)in position cement concrete of 5 specified grade excluding the cost of centering and shuttering-All work up to plinth level:[5.3.1.1] |
| 9 | Providing designation 75 B brick work with CM (1:6) in foundation …..do…..do….E/I.[5.2.6] |
| 10 | Plastering of 12 mm thickness with CM (1:6)…do…do…E/I. [5.7.3] |
| 11 | Providing 1.5 mm cement punning ….do….do….E/I. [5.7.11] |
| 12 | Providing precast RCC slab of M20 with nominal mix (1:1.5:3)on prepared chamber……..do…….do……..E/I. [5.3.4] |
| 13 | Providing TMT reinforcement bar ……...do……... do……….E/I. |
| 14 | (i)12 mm dia main bar [5.5.5 b] |
| 15 | (ii)10 mm dia longitudinal bar [5.5.5 a] |
| 16 | making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete for pipes 350 to 450mm dia do……………do………as per direction of E/I.[DSR-19.21.3] |
| 17 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not excluding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled material up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately . [RCD SOR -2.06 ] |
| 18 | Earth work in excavation for laying of different types and sizes of R.C.C. spun pipes with disposal of excavated earth within intial lead and lift as per specification and direction of E/I. (i) For classification of soil item -A.[JSOR DWSD- 3.3.1(i)] |
| 19 | Providing course clean sand in filling in foundation tranches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building a specification and direction of E/I.[BCD SOR-5.1.10] |
| 20 | Providing designation 75B one brick on flat soling joints filled with local sand including cost of watering taxes royality all complete as per buinidng specifiacation and direction of E/I.[BCD SOR-5.6.3] |
| 21 | 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. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [SOR BCD 5.3.9.1] [for Base] |
| 22 | 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: 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size) [SOR BCD 5.3.10] [for Wall] |
| 23 | Providing and fixing at or near ground level precast cement concrete in kerbs,edging etc as per approved pattern and setting in position with cement mortar 1:3( 1 cement : 3 coarse sand) including the required cost of centering and shuttering cpmplete 1:1.5:3 ( 1 cement : 1.5 caorse sand :3 graded stone aggregate 20mm ) .... do ....do ....E/I. [SOR BCD-5.3.4] [for Slab] |
| 24 | Providing Tor steel of reinforcement of 10mm,12mm & 16mm dia. bars as per approved design and drawing ......... do ........ do ...........E/I.[SOR RCD - 13.06 ] (150 Kg / m3 = 653.4 Kg ) |
| 25 | Centering and shuttering including strutting, propping etc and removal of form for foundation, footing, bases of column etc for mass construction [BCD SOR 5.3.17.1] |
| 26 | Earthwork in back filling the trench after laying different types and sizes of R.C.C. spun pipes …do..do..E/I.[JSOR DWSD-3.3.2] |
| 27 | Carriage of Materials |
| 28 | Sand 1Km(K) + 5Km(P) |
| 29 | Cement 5Km(P) |
| 30 | Chips 1Km(K) + 40Km(P) |
| 31 | Bricks 1Km(K) + 7Km(P) |
| 32 | Reinforcement bar 5Km(P) |
| 33 | Hume Pipe 5 Km(P) |
| 34 | Add 18% GST |
| 35 | Adding Labour Cess @ 1% |
| 36 | For Sign board and Photography Please Enable Macros to View BoQ information |
