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| 1 | E/W in excavation of foundation in tranchesin ordineary soil (Vide classification of soil item- A) and disposal of excavated earth so obtained to a distance up to 50 Mand average lift of 1.5 M including levelling raimaing the foundation tranches removing the roots or shrubs etc.all complete as per specification and direction of E/I. |
| 2 | (b) Extra for earth work in hard soil (vide classification of soil item - B) all complete as per specification and direction of E/I. |
| 3 | Extra for eachsubquent lead up to 25 M beyond the initial lead of 50M (Maximum up to 150M lead by head load ) as per specification and direction ofE/I. |
| 4 | Providing coarse cleansand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per buiding specification and direction of E/I.(Mode of measurement compacted volume) |
| 5 | P.C.C 1:3:6 infoundation (Plain Cement Concrete 1:3:6 Nominal mix in Foundation with crushed stone aggregate 40mm Nominal size Mechanically mix ,placed in Foundation and Compacted by vibreration including curing for 14 day.) |
| 6 | Plain/Rrinforced cement concrete in open Foundation complete as perDrawing and technical specifications. (RCC Grade-M20) Case-I using Concrete mixer |
| 7 | Furnishing and Placing Reinforced/Prestressed cement Concrete in Super Stucture as per Drawing Technical Specification (A) RCC Grade M20,Height up to 5m |
| 8 | Providing shuttering including struting, proping etc. and its removal after use in foundation as per specification and direction of E/I. |
| 9 | 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. |
| 10 | Providing centering including strutting & Proping etc. and its removal after use in deck slab as per specification and direction of E/I . |
| 11 | supplying and laying good quality of stone metal of size (20mm to 63 mm) in rock toe, heel trenches, toe drain as per design and drawing including the cost of materials,royalty and all taxes etc, but excluding the cost of carriage all complete as per specification and direction of E/I. |
| 12 | Providing and laying dry pitching with precast concrete block 600x600x300 mm size of M-100 nominal mix of (1:3:6) in floor and flank wall with approved quality of graded coarse aggregate of required grade (as per Design) and approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including necessary tools and plants vibrating, curing, as well as royalty and all taxes complete job as per specification and direction of E/I . |
| 13 | Supplying,fitting, and fixing copper strip of 16 guage of approved quality (with 99% purity) in expansion joints complete job as per specification and direction of E/I . |
| 14 | Providing and fixing in position 25 mm thick bituminastic board (shalitex or equivalent) as per I.S. 1838 -1983 in expansion or construction joints all complete job as per specification and direction of E/I. |
| 15 | Supplying, fitting and fixing rubber seal (water Stop) of approved quality for construction joints complete job as per specification and direction of E/I . |
| 16 | Earth work infilling foundation trenches and back filling ofstructures in layers not exceeding 150 mm thick well watered rammed and fully compacted and finly dressed with suitable earth obtained from excavation of foundation trenches and placed in suitable profile within a lead of 30 m lead and lift of 1.5 m complete job as per specification and direction of E/I. |
| 17 | Earth work in filling in canal banks (canal discharge up to 28 cumes )as well as special repair of canal banks in ordinary soil -in proper profile (vide clasification of soil item -A ) obtained from borrow area or any orter source free from logs roots or any other ingradients etc with initial lead of 15M and lift of 1.5 Mincluding breaking clods to maximum 50 mm placing the earth in layer not exceeding 225 mm thick complete job as per specification and direction of E/I.( Mode of measurement section measurement shall be compacted earth.) |
| 18 | Earth work in flood embankment canal banks as well as special repair of embankment in canal banks in grade A & B types of soil (vide soil - A and B) in proper profile excavation by hydraulic m/c and carriage by tipper truck obtined from borrow area or any other sourdces free from logs, roots or any other ingredients with all lifts including breaking clods to maximum 60mm size placing the earth in layer not exceeding 225 mm thick all complete as per specification and direction of E/I (ii)Lead beyond 1/2 Km M but up to 1 Km |
| 19 | Labour for rolling and compacting the earth in layer of 225mm thick at O.M.C by sheep foot roller driven by tractor to achiev minimum 95% dry density, including sprinking 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, including hire charge of compaction machine and other tools & plants etc. for lined canal all complete job as per specification and direction of E/I. (Mode of measurement sectional measurment of compacted earth) . |
| 20 | Dismantling Plain cement or lime concrete 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. |
| 21 | Dewatering ………10 HP ……. |
| 22 | Providing tor steel reinforcement of 8mm dia rods as per approved design and drawing with cuting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (exculuding carriage of bars to work site) all complete as per building specification and direction of E/I. TMT Fe 500 (only Valid for TATA (TISCON), SAIL, JSPL, ELECTROSTEEL Ltd, Bokaro and Vizag (RINL)). |
| 23 | Providing tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing with cuting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (exculuding carriage of bars to work site) all complete as per building specification and direction of E/I. (a) 10 mm (TMT coil Fe 500)(only Valid for TATA (TISCON), SAIL, JSPL, ELECTROSTEEL Ltd, Bokaro and Vizag (RINL)). |
| 24 | Providing tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing with cuting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (exculuding carriage of bars to work site) all complete as per building specification and direction of E/I. (b) 12 mm (TMT coil Fe 500)(only Valid for TATA (TISCON), SAIL, JSPL, ELECTROSTEEL Ltd, Bokaro and Vizag (RINL)). |
| 25 | Providing tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing with cuting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (exculuding carriage of bars to work site) all complete as per building specification and direction of E/I. (c) 16 mm (TMT coil Fe 500)(only Valid for TATA (TISCON), SAIL, JSPL, ELECTROSTEEL Ltd, Bokaro and Vizag (RINL)). |
| 26 | Providing tor steel reinforcement of 20mm dia rods as per approved design and drawing with cuting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (exculuding carriage of bars to work site) all complete as per building specification and direction of E/I. TMT Fe 500 (only Valid for TATA (TISCON), SAIL, JSPL, ELECTROSTEEL Ltd, Bokaro and Vizag (RINL)). |
| 27 | (i) Cement from jamshedpur to work site |
| 28 | (ii) Sand from dalbhumgarh (subernrekha river )to work site. |
| 29 | (iii) Stone chips from hata to work site |
| 30 | (iv) Metal from Hata |
| 31 | (v) Steel from jsr to work site |
| 32 | Add GST @12% |
| 33 | Add Labour Cess @1% |
