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| 1 | Dismantling of existing structure like culvert , bridge, retaining wall and other structure comprising of masonary, cement concrete, wood work, steel work including T and P and scaffolding wherever necessary sorting the dismantled material, disposal of unserviceable and serviceable material with all lifts and lead of 1000m. |
| 2 | Removing all type H.P. and stacking within a lead of 1000m including earthwork and masonary works. Upto 600mm dia. |
| 3 | Earth work in excavation of foundation trenches in ordinary soil (vide classification ofsoil item ‐A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of1.5M including leveling, ramming the foundation trenches removing the roots or shurbs etc.all complete as per specification and direction of E/I. |
| 4 | Providing coarse clean local sand in filling in foundation trenches including ramming watering royalty and all other taxes complete job as per specification and direction of E/I. |
| 5 | Providing and laying P.C.C or R.C.C. M100 with nominal mix of (1:3:6 )in foundationof various components of canal or embankment structure with approved quality of 40 mm graded coarse aggregate of required grade ( as per design ) and approved quality of sand of requisite F.M ( 2.5 3.0 ) washed and screened including necessary tools and plants vibrating, curing, royality and all taxes etc. excluding cost of form work as well as reinforcement its cutting bending binding and placing complete job as per specification & direction of E / I . |
| 6 | Providing P.C.C. or R.C.C M-150 with nominal mix of (1:2:4) in superstructure of various component of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design) approved quality of sand ofrequisite F.M.(2.5‐3.0) washed and screened but including necessary tools and plant ,vibrating,curing,royality and all taxes etc excluding cost of form work as well as reinforcement its cutting bending binding andplacing complete job as per specification and direction of E/I. |
| 7 | Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3 )in foundation of of various components of canal or embankment structure with approved quality of 40 mm graded coarse aggregate of required grade ( as per design ) and approved quality of sand of requisite F.M ( 2.5-3.0 ) washed and screened but including necessary tools and plants vibrating, curing, royality and all taxes etc. excluding cost of form work as well as reinforcement its cutting bending binding and placing complete job as per specification & direction of E / I . |
| 8 | Providing P.C.C. or R.C.C M-200 with nominal mix of (1:1.5:3) in superstructure of various component of canal or embankment structure with approved quality of 20mm graded coarse aggregate of required grade (as per design ) approved quality of sand ofrequisite F.M.(2.5‐3.0) washed and screened but includingnecessary tools and plant ,vibrating,curing,royality and all taxes etc excluding cost of form work as well as reinforcement its cutting bending binding and placing complete job as per specification and direction of E/I. |
| 9 | Supplying, fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per and direction of E/I. |
| 10 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I . |
| 11 | Providing TMT reinforcement (tor steel) as per approved design ,drawing,removal of rust cutting bending,bindingincluding supplying annealed wire,placing M.S. rod in position all complete job as per specification and direction of E/I.(in foundation) |
| 12 | Providing TMT reinforcement (tor steel) as per approved design ,drawing,removal of rust cutting bending,bindingincluding supplying annealed wire,placing M.S. rod in position all complete job as per specification and direction of E/I.(in substructure) |
| 13 | Earth work in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavated of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M including levelling and dressing of foundation trenches all complete as per specification and direction of E/I. ( Excavated rock size should not be more than 150lb.) |
| 14 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specifiction and direction of E/I. |
| 15 | Supplying and laying (properly as per design and drawing) rip rap with good quality of boulders duly packed including the cost of materials, royality all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. |
| 16 | Cement |
| 17 | Stone Chips |
| 18 | Stone Metal |
| 19 | Steel |
| 20 | Boulder |
| 21 | Add GST @ 18% |
| 22 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
