|
| 1 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with Kankar, Pebbles and Boulders up to 300 MM size and disposal of spoil up to 10 Mtr. With all lifts all complete as per specification and direction of E/I. (WRD 7.1.43.1) |
| 2 | E/W in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with Kankar, Pebbles and Boulders up to 300 MM size and disposal of spoil up to 500 Mtr. With all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (WRD 7.1.43.2) |
| 3 | E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed),vide type of soil item -C With disposal of spoil up to 500 Mtr. With all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (Vide Item No. 7.1.43.6, Part - B, Pg. no. 138 |
| 4 | Hire Charges of 10 HP disel Operated pump for bailing out water from foundation trenches where necessary including cost of fuel , pay of operator with depriciation and major repair including profit (pump supplied by agency)- all complete as per direction of E/I { SOR Item code PM-29 pg 82 part A} |
| 5 | Earth work in excavation of foundation trenches in ordinary soil (vide classiffication of soil item - A) and disposal of excavated earth so obtained to a distance up to 50 M and Av. lift of 1.5 M including leveling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. (WRD. 7.1.27 ) |
| 6 | Providing Coarse Clean sand in filling in foundation trenches or in plinth including removing and watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per specification and direction of E/I.(Mode of measurement compacted volume). (B.C.D. : 5:1:10) |
| 7 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.BCD-5.6.3 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size).BCD-5.3.1.4 |
| 9 | Providing and laying P.C.C. Or R.C.C. M-150 with nominal mix of (1:2:4) in foundation of various component of canal or embankments structures with approved quality of 20 MM graded coarses aggregated of required grade (as per design) and approved quality of sand of requisit F.M. (2.5 to 3.0) washed and screened including necessory tools and plants, vibrating, curring royalty and all taxes etc. including cost of shuttering or form work and excluding cost of reinforcement, its cutting and bending, binding and placing complete job as per specification and direction of E/I. (B.C.D 5.3.1.2) |
| 10 | Providing designation 75B brick work in C.M (1:6 ) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar, joints cost of screening materials raking out joints to 15mm depth , curring , taxes and royalty all complete as per builiding specification and direction of E/I. (BCD 5.2.6) |
| 11 | Providing 12mm cement plaster (1:4) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I. (BCD 5.7.2) |
| 12 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lift as per building specification and direction of E/I. (BCD 5.7.11) |
| 13 | Earth filling in foundaion trenches and plinth in layers not exceding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I. .(BCD-5.1.7) |
| 14 | Carriage of Material :(a) Cement Lead 15 Km. Surface road |
| 15 | (b) Sand Lead 20 Km. Surface road |
| 16 | (c) Chips Lead 30 Km. Surface road |
| 17 | (d) Brick . Av. Lead 20 Km Surface Road |
| 18 | Goods & Service Tax (G.S.T.) - 12% |
| 19 | Labour Cess - 1% Please Enable Macros to View BoQ information |
