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| 1 | Earth work in stripping in all kinds of soil including moorum soil,soil mixed with kankar, pebbles and boulder up to 300 mm size disposal of the same along with all organic materials (Beyond 50 M away from the toe of the damfoundation trenches in the country side) with initial lead of 150 M and all lift as per specification and direction of E/I |
| 2 | E/W in excavation of canals having full supply discharge between 28 cumecs (1000 cusecs) and 8.50 cumecs (300 cusecs) in ordinary soil (vide classification of soil item-A) including clod breaking laying earth in bank in layers of 225 mm and rough dressing with initial lead of 15 m and lift of 1.5 m as per approved design, specification and direction of E/I |
| 3 | Extra for earth work in hard soil (vide classification of soil item-B) all complete as per specification and direction of E/I |
| 4 | Earth workin excavation of cut off trenches by hydraulic excavator as per designed section in ordinary or soft rock (Vide classification of soil item- c) and disposalsame by truck (50 m. away from the edge of the trenches) beyond initial lead of 150 m but upto 1/2km. with all lift including loading, unloading, construction and maintenance of haul road etc. as per specification and direction of E/I |
| 5 | Suppying and laying fine filter (sand) under boulder pitching in slope and apron including light ramming etc. all acomplete job as per specification and direction of E/I |
| 6 | 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. |
| 7 | 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) |
| 8 | Watering and consolidation of earthlaid in 150mm to 225mm layer by manual labour with C.I. hammer to achive minimum 85% of maximum dry density including supply of water and necessary tools and plants with all leads and lifts all complete job as per specification and direction of E/I. |
| 9 | Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30m and lift of 1.5M including the cost of formation of sub-grade of canal lining, profiling, levelling, controlling of slopes and fine dressing with disposal of execaveted earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I. |
| 10 | Providing and placing sand filter free from clay & other organic materials (F.M 2.5 to 3.0) in slope & bed of the canal, below lining including the cost of wateringcompaction, royality and other taxes as per specification and direction of E/I. (where cost depth of cutting is more than 6M (2oft), |
| 11 | Supplying and layinggravel filter (size 5mm to 15mm) in filter blanket and in the toe drain (in horizontal portion) of the dam, as per design, drawing including the cost of materials, royality and all taxes etc., but excludingthe cost of carriage all as per specification and direction of E/I. |
| 12 | Providing 100 mm thik P.C.C. lining inM-100 with nominal mix of (1:3:6) well graded stone chips(20mm and down) and coarse sand of approved quality of requisite F.M. (2.5 to 3.0) in side and bottom curved portion of the canal in panel with construction joint including cost of form workand its removal, curing, royalty and all other taxes etc. all complete job as per specification and direction of E/I. |
| 13 | Supplying hession cloth (0.3 Kg/M2 cot) as per specification & direction of E/I (34.85 + 3.50 = |
| 14 | Providing 10mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxed etc. all complete as per specification and direction of E/I.(i) for Canal Slope |
| 15 | Providing 10mm thick vertical joints at suitable interval, joints filled with bitumenous materials of approved quality including royalty all taxed etc. all complete as per specification and direction of E/I.(ii) For Canal Bed |
| 16 | Supplying and laying & fixing in position 100 micron L.D.P.E Film over sand fitter in bed and blow concriteling as per specification & directin of E/I. |
| 17 | E/w in excavation of foundation in tranches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth so obtained to a distance up to 50m and average lift of 1.5m including leveling, rammingthe founsation trenches removing the roots or shrubs etc. alcomplete . as per specification and direction of E/I. |
| 18 | Earth work in cutting and making slope in all kinds of soil with initial lead of 10 m and lift 1.5 M as per specification and direction of E/I |
| 19 | Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnesin 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 compacing to the required density) Grading-1 (90 mm to 45 mm ) using screening crushable type such as moorum and Gravel. |
| 20 | Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnesin 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 compacing to the required density) Grading-II (63mm to 45 mm ) using screening crushable type such as moorum and Gravel. |
| 21 | Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnesin 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 compacing to the required density) Grading-III (53mm to 22.5 mm ) using screening crushable type such as moorum and Gravel. |
| 22 | 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.) |
| 23 | Plain/Rrinforced cement concrete in open Foundation complete as perDrawing and technical specifications. (RCC Grade-M20) Case-I using Concrete mixer |
| 24 | Furnishing and Placing Reinforced/Prestressed cement Concrete in Super Stucture as per Drawing Technical Specification (A) RCC Grade M20,Height up to 5m |
| 25 | Supplying and laying good quality of stone metal filter (20 mm to 63 mm) on the rock toe , heel trenches , toe drain as perdesign 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 |
| 26 | Providing shuttering including struting, proping etc. and its removal after use in foundation as per specification and direction of E/I |
| 27 | 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 |
| 28 | Providing centering including strutting & Proping etc. and its removal after use in deck slab as per specification and direction of E/I |
| 29 | 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 |
| 30 | Supplying, fitting and fixing rubber seal (water Stop) of approved quality for construction joints complete job as per specification and direction of E/I |
| 31 | 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 |
| 32 | Supplying Boulder with minimum size of 300 mm for Pitching as per specification and direction of E/I (355.68+35.57=391.25) |
| 33 | Labour Charges for pitching on apron slope of bank with stone boulder duly packed (uncreated) complete job (material within 150 m lead and all lifts as per specification and direction of E/I. |
| 34 | Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing walls as per specification and direction of E/I. |
| 35 | Eart work in filling in foundation trenches and back filling of structures in layers not exceding 150mm 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 1.50m complete job e as per specification and direction of E/I. |
| 36 | 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 |
| 37 | 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)). |
| 38 | 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)). |
| 39 | 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)). |
| 40 | 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)). |
| 41 | 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)). |
| 42 | Providing tor steel reinforcement of 32mm 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)). |
| 43 | labour for initially Rolling within the bank width and compacting the ground before forming the embackment with power road roller at O.M.Cto achieve minimum 95 % of maximum dry density including sprinkling the required quality of water making arrengement for supply and carraige of water with all leads and lift, finishing the surface with proper camber, grade superelevation including hire charges of compaction machine and tools and plants etc. all complete as per specification and direction of E/I. |
| 44 | Supplying and laying good quality of Moorumspecification and direction of E/I.((124.82+12.48=137.30)+24.34 rolling charge =161.64) |
| 45 | Labour for laying , fittting and fixing NP3 hume pipe in line, level and grade as well as provinding approved jointing maerials and joints properly filled to make them leak proof all complete job as per specification and direction of E/I.(600 mm Dia ) |
| 46 | Supplying NP3RCC Hume Pipe (as per I.S.S 458-1971) (iii) 600 mm Dia |
| 47 | Carriage of materials:- (a) Cement from Jamshedpur to work site. |
| 48 | (b) Sand from Subernarekha river. |
| 49 | (C ) Stone chips from Hata to work site . |
| 50 | (d) Stone Boulderfrom Hata to work site. |
| 51 | (e) Gravel from Dhalbhumgarh to work site. |
| 52 | (f) Metalfrom Baharagora to work site. |
| 53 | (g) Moorum from Dhalbhumgarh to work site. |
| 54 | (h) Hume Pipefrom Jamshedpur to work site. |
| 55 | (i) Steel from Jamshedpur to work site |
| 56 | Add GST @12% |
| 57 | Add Labour Cess @1% |
