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| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area. RCD 2.02 |
| 2 | Clearing and grubbing road land including uprooting rank vegetation ,grass,bushes,shrubs,sapling and trees girth upto 300 mm ,removal of stumps of tree cut earlier and disposal of unservicable materials and stacking of materialsto be auctioned ,upto lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness. RCD 2.03 |
| 3 | Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M. Lead and disposal of unserviceable materials with all leads all complete as per direction of E/I. BCD(5.10.2) |
| 4 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately. RCD2.05(ii)B |
| 5 | Grading I....Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. RCD SOR 4.11B (i)(a) |
| 6 | Grading II..Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory rollerin stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. RCD SOR 4.11B (ii)(a) |
| 7 | Crusher Run Macadam Base..Providing crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller to clause 407 to form a layer of sub-base/Base. RCD 4.20A(ii) |
| 8 | Loosening of the ground upto a level of 500 mm below the sub-grade level, watered, graded and compacted in layers to meet requirement of Table 300-2 for sub-grade construction. RCD 3.20 case-1 |
| 9 | E/W in bed clearance or desilting of canal carrying full suplly discharge between 8.5 cumecs and 0.14 cumecsand rennovation of pynes etc disposal of excavated earth etc ordinary soil including rough dressing with initial lead of 10m and lift of 1.5m asper sp and dir of E/I. 7.1.20 |
| 10 | E/W in flood embankment ,canal banks as well as special repair of embankment in canal bank in grade A & B types of soil in proper profile excavation by hydraulic m/c and carriage by tipper truck obtained from borrow area or any other sourcesnfree from logs,roots or any other ingredients with all lifts including breaking clods to maximum 60 mm size ,placing earth in layers not exceeding 225mm thick all complete as per sp and dir of E/I.Lead beyond 1/2 KM but upto 1 KM |
| 11 | E/W in excavation of foundation trenches in ordinary soil (vide classification of soil item -A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling ramming the foundation trenches removing the roots or shrubs etc all complete as per specification and direction of E/I .WRD. 7.1.27 |
| 12 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. WRD 7.1.10 |
| 13 | Earth work in excavation in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item -C) with initial lead of 30m and lift of 1.5m including dressing, making the sides in proper profile and dressing the bed in proper grade etc. all complete as per specification and direction of E/I. WRD 7.1.13.2 |
| 14 | Providing and placing localsand in filling in foundation trenches including ramming as well as royality and all taxes etc as per specification and direction of E/I . |
| 15 | Providing and laying P.C.C or R.C.C M-100 with nominal mix of (1:3:6) in foundation of various components of canal or embankment structure with approved quality of 40 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. BCD 5.3.1.5 |
| 16 | Providing and laying P.C.C or R.C.C M-150 with nominal mix of (1:2:4) in foundation of various components of canal or embankment structure with approved quality of 20 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. |
| 17 | Providing and laying P.C.C or R.C.C M-100 with nominal mix of (1:3:6) in superstructure of various components of canal or embankment structure with approved quality of 20 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I.BCD 5.3.2.3 |
| 18 | Providing and laying P.C.C or R.C.C M-200 with nominal mix of (1:1.5:3) in foundation of various components of canal or embankment structure with approved quality of 20 mm graded coarse aggregate to required grade (as per design) and approved quality of sand of requisite F. M. ( 2.5 to 3.0) washed and screened including nessesary tools and plants vibrating, curring, royalty and all taxes etc. excluding cost of form work as well reinforcement its cutting, bending, binding and placing complete job as per specification and direction of E/I. |
| 19 | Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I. WRD part-B,7.1.18 |
| 20 | Providing shuttering, including strutting proping etc. and its removal after use in various components of canal structure or embankment structure as per specification and direction of E/I. WRD part -B,7.1.19 |
| 21 | Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as perspecification and direction of E/I.Common sor 6.9 |
| 22 | Providing 75 mmPVC pipe for drain in deck slab, guard Wall etc. WRD M-1265 P-72 |
| 23 | Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150 mm. thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job,as per specification and direction of E/I. WRD prt-B 7.1.31 |
| 24 | Providing M.S Rod reinforcement( Tor Steel ) as per approved design ,drawing ,removal of rust, cutting,bending ,including supplying annealed wire ,placing M,S, Rod in position allcomplete job,as per specification and direction of E/I. BCD 5.5.5(a)i) 10mm |
| 25 | Removal of unservicable soil including excavation,loading and disposal upto 1000 metre lead ut excluding replacement y suitable soil which shall be paid separately as per clause 305. RCD 3.11 |
| 26 | Type - A, \"W\" : Metal Beam Crash Barrier (Providing and erecting a \"W\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811). RCD 8.23A |
| 27 | Kilometre stone( Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC-8 1980,fixing in position including painting and printing etc)RCD 8.14(ii)Ordinary Kilometre stone(Precast) |
| 28 | Natural Geotextile on the slope...Furnishing and installing of the natural Geotextile for control of erosion of slopes including supplying and laying the natural Geotextile, spreading soil and seeding to promote the design of vegetation, watering and all other incidentals including all other items to complete the work as per these specifications drawing or as directed by the Engineer. RCD 7.19 |
| 29 | Construction of sub-grade and earthen shoulders with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. RCD 3.18 |
| 30 | Providingtwo coats of dry distemper of approved shade and make over old surface including washing cleaning and preparing the walls ,scaffolding,washing of floors and taxes all complete as per building sp and dir ofE/I. BCD 5.8.14 |
| 31 | Printing New Letter and Figures of any Shade (Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade) RCD 8.03(ii) |
| 32 | Supplying and laying (properly as per design and drawing) rip -rap with good quality of boulders duly packed including the cost of materials ,royalty all taxes etc but excluding the cost of carriage as per specification and direction of E/I. Common SOR 6.8 |
| 33 | Supplying moorum from quarry…WRD |
| 34 | Labour for rolling and compacting the earth in layers of 225 mm thick at O.M.C by sheep foot roller driven by tractor to achieve minimum 95% of maximum dry density ,including sprinkling the required quantity of water,making arrangement for supply and carriage of water with all leads and lifts,finishing the surface as per plan and drawing all complete job as per sp and direction of E/I. WRD 7.1.39 |
| 35 | Carriage of materials:-Sand from Subernrekha 3km(2 US+1K) |
| 36 | Cement from Jamshedpur 78km(70S+ 8 US) |
| 37 | Steel from Jamshedpur 78km(70 S+ 8 US) |
| 38 | S chips from Hata 64 km(50S+14 US) |
| 39 | Metalfrom Hata 64 km(50S+14 US) |
| 40 | Boulderfrom Hata 64 km(50S+14 US) |
| 41 | Moorum 6km(5US+1K) |
| 42 | Add GST @18% |
| 43 | Add Labour Cess @1% |
