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| 1 | Earth work in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance of 50m including all lifts, levelling, ramming the foundation trenches, removing roots of the tree, shrubs all cpmplete as per approved design, building specifications and directions of E/l …..do….do….. specification and direction of E/I. Extra for earthwork in hard soil.[BCD SOR -5.1.1+5.1.2 ] |
| 2 | Providing, supplying & spreading of stone dust in filling in foundation tranches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of material, labour,royalty and taxes all complete as per specifications and directions of E/I. ( mode of measurement compacted volume) RCD 4/M004) |
| 3 | Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibration compaction, of approved size, design and shape, laid in required colour and pattern over bed as per relevant IRC Code, filling the joints with fine sand etc., all complete as per direction of Engineer-in-charge SOR(4.23B) |
| 4 | 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)] |
| 5 | 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] |
| 6 | 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] |
| 7 | Supplying NP2 RCC Hume pipe with collar as per ISS 458-1971 (v)300 mm dia. …..do…do… direction of E/I. [BCD M300, P-86] |
| 8 | Providing labour for laying, fitting and fixing NP2 RCC spun pipe with collar in lines, levels, grade and providing approved joining materials …..do…do…direction of E/I. [JSOR DWSD-3.3.6.4] 300mm dia. R.C.C. spun pipe |
| 9 | Earthwork in back filling the trench after laying different types and sizes of RCC spun pipes..do….do…E/I.[3.3.2] |
| 10 | Disposal of excavated earth in borrow area of lead 1km(k) + 2km(p) |
| 11 | 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] |
| 12 | Providing designation 75 B brick work with CM (1:6) in foundation …..do…..do….E/I.[5.2.6] |
| 13 | Plastering of 12 mm thickness with CM (1:6)…do…do…E/I. [5.7.3] |
| 14 | Providing 1.5 mm cement punning ….do….do….E/I. [5.7.11] |
| 15 | 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] |
| 16 | Providing TMT reinforcement bar ……...do……... do……….E/I. |
| 17 | 12 mm dia main bar [5.5.5 b] |
| 18 | 10 mm dia longitudinal bar [5.5.5 a] |
| 19 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete for pipes 250 to 300mm dia do……………do………as per direction of E/I.[DSR-19.21.2] |
| 20 | Carriage of Materials |
| 21 | Sand 1Km(K) + 5Km(P) |
| 22 | Chips 1Km(K) + 40Km(P) |
| 23 | Bricks 1Km(K) + 14Km(P) |
| 24 | Reinforcement bar 5 Km(P) |
| 25 | Cement 5Km(P) |
| 26 | Hume Pipe 5 Km(K) |
| 27 | Add 18% GST |
| 28 | Adding Labour Cess @ 1% |
| 29 | For Sign board and Photography Please Enable Macros to View BoQ information |
