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| 1 | Preparation of seat of embankment or canals by 75mm ploughing and removing the grass roots etc. as per specification and direction of E\I. |
| 2 | Clearing grass and removal of rubbish Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area |
| 3 | 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 banks with excavated earth in proper profile and clod breaking and laying earth in 225mm layers with initial lead of 10m and all lifts all complete as per specification & direction of E/I.(7.1.43.3) |
| 4 | E/W 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 maintanance of haul road all complete as per specification and direction of E/I.(7.1.43.2) |
| 5 | E/w in excavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) Vide type of soil item- C with disposal of spoil upto 500m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.(7.1.43.6) |
| 6 | E/W in excavation in canal by the hydraulic excavator(Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item -C with disposal of spoil upto 500 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.(7.1.43.8) |
| 7 | E/W in excavation in canal by the hydraulic excavator(Rock breaker) as per designed section in soft rock (where blasting is prohibited) vide type of soil item -C with disposal of spoil beyond 500 m but upto1000 m with all lifts by tipper including construction and maintanance of haul road all complete as per specification and direction of E/I.(7.1.43.9) |
| 8 | E/W 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 ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.Lead Beyond 150 m but upto 500 m.(7.1.26.1) |
| 9 | E/W 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 ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.Lead Beyond 500 m but upto 1 K m.(7.1.26.2) |
| 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 (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 ingredients with all lifts including breaking clods to maximum 60 mm size, placing earth in layers not exceeding 225 mm thick all complete as per specification & direction of E/I.Lead Beyond 1 km but upto 2 K m.(7.1.26.3) |
| 11 | 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).7.1.39 |
| 12 | Earthwork in excavation of foundation trenches in ordinary soil (vide clas sification 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. |
| 13 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I. |
| 14 | 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 |
| 15 | PCC 1:3:6 in FoundationPlain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed placed, in foundation and compacted by vibration including curing for 14 days . |
| 16 | Plain /Reinfoced cement concrete in open foundation complete as per drawing and technical specificationPCC grade M15Using batching plant & concrete pump . |
| 17 | Plain /Reinfoced cement concrete in open foundation complete as per drawing and technical specificationPCC grade M20Using batching plant, transit mixer & 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 | Providing random rubble stone masonry in C.M.(1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of FM 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 20 | Providing random rubble stone masonry in C.M.(1:4) in superstructure with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of FM 2 to 2.5 including cost of screening, raking out joints to 20mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 21 | Plain/Reinforced cement concrete in Sub-structure complete as per drawing and technical specification.PCC Grade M-15 Height upto 5m using batching plant & concrete pump. |
| 22 | Plain/Reinforced cement concrete in Sub-structure complete as per drawing and technical specification.RCC Grade M-20 Height upto 5m using batching plant, transit mixer & concrete pump. |
| 23 | Plain/Reinforced cement concrete in Sub-structure complete as per drawing and technical specification.RCC Grade M-20 Height 5m to 10m using batching plant, transit mixer & concrete pump. |
| 24 | Furnishing and placing reinforced/ prestressed cement concrete in Super structure as per drawing and technical specification. RCC Grade M-20 using Batching plant, Transit Mixer and Concrete pump For solid slab super structure , 20-30 percent of (a+b+c) . Height upto 5m |
| 25 | Furnishing and placing reinforced/ prestressed cement concrete in Super structure as per drawing and technical specification. RCC Grade M-20 using Batching plant, Transit Mixer and Concrete pump For solid slab super structure , 20-30 percent of (a+b+c) . Height 5m to 10m |
| 26 | Furnishing and placing reinforced/ prestressed cement concrete in Super structure as per drawing and technical specification. RCC Grade M-25 using Batching plant, Transit Mixer and Concrete pump For solid slab super structure , 20-30 percent of (a+b+c) . Height 5m to 10m |
| 27 | 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 with approved quality of graded coarse aggregate of required grade (as per designed) and approved quality of sand of required FM (2.5 to 3.0) washed and screened including necessary formwork, tools and plant, vibrating, curing, as well as royalty and all taxes all complete job as per specification and direction of E/I. |
| 28 | Labour charges for pitching 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 | Labour for laying fine filter(sand) or coarse dry graded filter either of jhama khoa or stone metal or stone chips under brick pitching or boulder pitching in slope and apron including light ramming etc. all complete as per specification and direction of E/I. |
| 30 | Providing and placing stone metal graded filter of size 20 mm to 45 mm in slope and bed of canal below lining including royalty and other taxes etc. all complete as per specification and direction of E/I |
| 31 | Labour for laying, fitting and fixing NP2 hume pipe with collors in line, level and grade, as well providing approved jointing materials and joints properly filled to make them water proof, all complete, as per specification and direction of E/I. ( 1200 m dia ) |
| 32 | Labour for laying, fitting and fixing NP3 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them leak proof, all complete, job as per specification and direction of E/I( hume pipe avhilable withina lead of 40m). ( 600 mm dia ) |
| 33 | Labour for laying, fitting and fixing NP3 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them leak proof, all complete, job as per specification and direction of E/I( hume pipe avhilable withina lead of 40m). ( 700 mm or 800 mm dia ) |
| 34 | Labour for laying, fitting and fixing NP3 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them leak proof, all complete, job as per specification and direction of E/I( hume pipe avhilable withina lead of 40m). ( 900 mm or 1000 mm dia ) |
| 35 | Labour for laying, fitting and fixing NP3 hume pipe with collors in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them leak proof, all complete, job as per specification and direction of E/I( hume pipe avhilable withina lead of 40m). ( 1200 mm dia ) |
| 36 | Boulder with minimum size of 300 mm for pitching at quarry |
| 37 | Aggregates 53 mm to 22.4 mm at quary |
| 38 | Coarse sand at quary (Equivalent to Koilwar sand) |
| 39 | NP2 R.C.C hume pipe with collar as per I.S.S.458-1971 (xii) 1200 mm Dia |
| 40 | NP3 R.C.C hume pipe (as per I.S.S. 458-1971) (vii) 1200 mm Dia |
| 41 | NP3 R.C.C hume pipe (as per I.S.S. 458-1971) (vi) 1000 mm Dia |
| 42 | NP3 R.C.C hume pipe (as per I.S.S. 458-1971) (iii) 600 mm Dia |
| 43 | NP3 R.C.C hume pipe (as per I.S.S. 458-1971) (v) 800 mm & 900 mm Dia |
| 44 | 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. |
| 45 | Providing tuck pointing in cement on stone masonry(1:3) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I |
| 46 | Diesel pump per 10 HP |
| 47 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I. |
| 48 | Supplying ,fitting and placing un-coated HYSD bar Reinforcement in foundation complete as per drawing and technical specifications. |
| 49 | Supplying ,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. |
| 50 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. |
| 51 | Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I. |
| 52 | Supplying, fitting and fixing copper strip of 16 gauge of approved quality(with 99% purity) in expansion joints complete job as per specification and direction of E/I. |
| 53 | E/W in Filling in flood embankment, canal banks (canal discharge above 28 cumecs) as well as special repair of embankment and canal banks in ordinary soil in proper profile ( vide classification of soil item - A ) obtained from borrow area or any other sources free from logs, roots, or any other ingredients etc. with initial lead of 30M and initial lift of 1.5m including breaking clods to maximum 50 mm cube placing the earth in layers not exceeding 225mm thick complete as per specification and direction of E/I. (Mode of meas urement sectional measurement shall be of compacted earth). |
| 54 | By mix in place methodConstruction of granular sub base by providing close graded material sprading in uniform layers with motor grader on prepared surface mixing by mix in place method with front end loader at OMC and compacting with vibrotory roller to achieve to desired density, complete as per clause 401 .(i) Rate per cumec for grading- 1 material |
| 55 | WATER BOUND MACADAMProviding 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 |
| 56 | Carraige of material by mechanical means including loading, unloading and stacking at work site.Cement (lead-21Km(20p+1k) ) |
| 57 | Sand (Lead-32Km (31p+1k) ) |
| 58 | Stone Chips (lead-42Km(41p+1k)) |
| 59 | Stone Metal (lead-42Km (41p+1k)) |
| 60 | Stone Boulder (lead-42Km (41p+1k)) |
| 61 | Steel (lead-21Km (20p+1k) ) |
| 62 | Hume pipe 600 mm Dia.(lead-97Km (96p+1k) ) |
| 63 | Hume pipe 800 mm Dia.(lead-97Km (96p+1k) ) |
| 64 | Hume pipe 1000 mm Dia.(lead-97Km (96p+1k) ) |
| 65 | Hume pipe 1200 mm Dia.(lead-97Km (96p+1k) ) |
| 66 | Morrum(lead-42Km (41p+1k) ) |
| 67 | GST @ 18% |
| 68 | Labour Cess @ 1% Please Enable Macros to View BoQ information |
