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| 1 | Preparation of seat of embankment or canals by 75 mm ploughing and removing the grass roots etc. as per specification and direction of E/I. |
| 2 | Clearing grass and removal of rubbish upto a distance of 50 meters outside the periphery of the area |
| 3 | Earthwork 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 50 M and average lift of 1.5 M including levelling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I. |
| 4 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. |
| 5 | Earth Work in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil ,soil mixed with kankar , pebbles and boulders upto 300 mm size and disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. |
| 6 | Earth Work in excavation and filling in canal by the hydraulic excavator as per designed section in ordinary soil (Vide classification of soil item-A) and making the bank with excavated earth in proper profile and clod breaking and laying earth in 225 mm layers with inial lead of 10 m and all lifts all complete as per specification and direction of E/I. |
| 7 | E/W in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasing is not needed) vide type of soil item -C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I |
| 8 | E/W in excavation in canal by the hydraulic excavator (Rock Breaker) as per designed section in soft rock (where blasing is prohibited) vide type of soil item -C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I |
| 9 | E/W in excavation in canal by the hydraulic excavator (Rock Breaker) as per designed section in hard rock (where blasing is prohibited) (vide type of soil item -D) with disposal of spoil upto 500 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I. (Minimum credit for excaveted rock should be 50 percent of excavated rock) |
| 10 | Earth Work in flood embankment , canal banks as well as special repair of embankment in canal bank 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 obtained from borrow area or any other sources free from logs, roots or any other ingradients with all lifts including breaking clods to maximum 60mm size , placing earth in layers not exceeding 225mm thick all complete as per specification and direction of E/I. (As per TEC Lettre no. 587 dated 22.09.06)Lead beyond 150 m but upto 500 m. |
| 11 | Earth Work in flood embankment , canal banks as well as special repair of embankment in canal bank 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 obtained from borrow area or any other sources free from logs, roots or any other ingradients with all lifts including breaking clods to maximum 60mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I. (As per TEC Lettre no. 587 dated 22.09.06)Lead beyond 1/2 km but upto 1.00 km. |
| 12 | Labour for rolling and compacting the earth in layers of 225mm thick at O.M.C. by sheep foot roller driven by tractor to achieve minimum 95% of maximum 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 and plants etc. for lined canal all complete as per specification and direction ofE/I (Mode of measurement- sectional measurement of compacted earth). |
| 13 | Fine dressing of canal banks or embankment and turfing with 75 mm thick grass sods ,obtained within lead of 150 m , including the cost of watering the grass surface till it acquires greenness as per specification and direction of E/I. |
| 14 | Extra for each lead of 150 M over inital lead of 150 M |
| 15 | Earth work 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 1.5 M complete job as per specification and direction of E/I. |
| 16 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechnically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 17 | Plain/ reinforced cement concrete in open foundation complete as per drawing and technichal specifications. (RCD - 12.08 A CASE I ) PCC Grade M-15 using batching plant and concrete pump |
| 18 | Plain/ reinforced cement concrete in open foundation complete as per drawing and technichal specifications. RCC Grade M-20 using batching plant, transit mixer and concrete pump |
| 19 | Plain/reinforced cement concrete in open foundation omplete as per drawing and technical specification RCC Grade M25 using batching plant, transit mixer & concrete pump |
| 20 | Plain/ Reinforced cement concrete in sub-structure complete as per drawing and technichal specifications PCC Grade M-15, (height upto 5m) using batching plant and concrete pump. |
| 21 | Plain/ reinforced cement concrete in sub-structure complete as per drawing and technichal specifications. RCC Grade M-20 (height upto 5m) using batching plant, transit mixer and concrete pump. |
| 22 | Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specifications RCC Grade M25 height upto 5 m using batching plant, transit, mixer and concrete pump |
| 23 | Furnishing and placing Reinforced /Presressed cement concrete in super-structure as per drawing and Technichal specification. RCC Grade M20 using Batching Plant, Transit Mixer and Concrete pump (i) For solid slab super structure , 20 - 30 percent of (a+b+c) . (p) Height upto 5m. |
| 24 | Furnishing and placing Reinforced /Presressed cement concrete in super-structure as per drawing and Technichal specification. RCC Grade M25 using Batching Plant, Transit Mixer and Concrete pump (i) For solid slab super structure , 20 - 30 percent of (a+b+c) . (p) Height upto 5m. |
| 25 | Providing and laying dry pitching with precast concrete block 600mm x 600mm x 300mm size of M-100 with nominal mix of (1:3:6 ) in floor and flank wall -do- complete job as per specification and direction of E/I. |
| 26 | Providing and placing stone metal graded filter of size 20mm to 45 mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification and direction of E/I. |
| 27 | Boulder size minimum 300 mm for pitching at quarry. |
| 28 | Labour charges for piching on apron slope of bank with stone boulders duly packed (uncrated) complete job (materials within 150M and all lifts) as per specification and direction of E/I |
| 29 | 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 |
| 30 | Providing weep hole with dry graded stone filter of 20 mm to 40mm size in abutment and wing wall as per specification and direction of E/I. |
| 31 | Diesel pump per 10 HP |
| 32 | Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications |
| 33 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. |
| 34 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. |
| 35 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC:83 (Part II) section IX and clause 2005 of Mort&H specification complete including all accessories as per drawing and technical specification |
| 36 | Drainage Spouts complete as per dwawing and Technical specifications |
| 37 | Supplying, fitting and fixing copper strip of 16 gauge of approved quality (with 99% purity) in expension joints complete job as per specification and direction of E/I. |
| 38 | Suppying ,fitting and fixing rubber seal (water stop ) of approved quality for construction joints complete job as per specification and direction of E/I. |
| 39 | Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per IS 1838 - 1983 in expansion or construction joints, all complete job as per specification and direction of E/I. |
| 40 | Providing and fixing in position bitumen filler (bitumen, cement and sand ) in construction joints complete job as per specification and direction of E/I. |
| 41 | Shalimar tarphelt BH (type II Group 1) |
| 42 | Iron and steel material (a) Plate size in mm (iv) 12 mm |
| 43 | Construction of Embankment with approved matertial 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 |
| 44 | Construction of granular sub-base by providing close graded material, spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 (i) Rate per cum for grading-I Material |
| 45 | Provinding 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 roller in 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 (B) By Mechanical Means (ii) Grading-II (a) Using screening crushable type such as Morrum or Gravel |
| 46 | Providing brick flat soling with designation 75A bricks, joints filled with coarse sand of approved quality including royalty and all taxes, all complete job as per specification and direction of E/I. |
| 47 | Printing new letter and figure of any shade with synthetic enamel Paint black or any other approved colour to give an even shade (ii) English and Roman (Hyphens and the like not to be measured and paid for) |
| 48 | Painting two coats after filling the surface with synthetic enamel paint in any shade on new plaster covered surface. |
| 49 | Carriage of MaterialCement (Lead- 17Km p + 1 km k) |
| 50 | Sand (Lead- 17Km p + 1 km k) |
| 51 | Stone Chips (Lead- 35 Km p + 1km k) |
| 52 | Stone Metal (Lead-35 Km p + 1km k) |
| 53 | Stone boulder (Lead-35 Km p + 1km k) |
| 54 | Steel (Lead- 17Km p + 1 km k) |
| 55 | Bricks (Lead - 17 km p + 1 km k) |
| 56 | Moorum (Lead - 35 km p + 1 km k) |
| 57 | Labour Cess Please Enable Macros to View BoQ information |
