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| 1 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item A) and disposal of excavated earth so obtained to distance up to 50 m and average lift of 1.5 m including levelling, ramming the foundation trenches removing roots or shrubs etc. all complete as per specification and direction of E/I. |
| 2 | 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. |
| 3 | Providing and laying plain cemen concrete1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration includimg curing for 14 days) |
| 4 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. PCC Grade M-15 using batching plant & concrete pump. |
| 5 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. RCC Grade M 15 . Height upto 5 m using batching plant,transit mixer & cocrete pump. |
| 6 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. RCC Grade M-20 using batching plant & concrete pump. |
| 7 | Plain/Reinforced cement concrete in sub-structre complete as per drawing and Technical specifications. Height upto 5m Rcc grade M 20 using batching plant, transit mixer & concrete pump. |
| 8 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification.RCC Grade M-20 For solid slab super-structure, 20-30% of (a+b+c) . Height upto 5m . Using Batching Plant ,Transit Mixer and Concrete Pump . |
| 9 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. RCC Grade M25 using batching plant,transit mixer & Concrete pump |
| 10 | Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m . RCC Grade M25 using batching plant, transit mixer & concrete pump . |
| 11 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification . RCC Grade M25 For solid Slab super structure ,20-30 per cent of (a+b+c) . Height upto 5M.Using Batching Plant ,Transit Mixer and Concrete Pump |
| 12 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 13 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock pilling at designated locations and disposal of dismantled materials up to a lead of 1000 meters , stacking servicable and unservicable material seperatly . |
| 14 | Earth work in filling in foundation trenches and back filling of structure in layers not exceeding 150 mm thick well waterd ,rammed and fully compacted and finely dressed with suitable earth obtained from exvation of foundation trnches and placed in a suitable profile with in a lead of 30 m and lift of 1.5 m all complete as per specification and direction of E/I. |
| 15 | Providing weep holes with dry graded stone filter of 20 mm to 40 mm size in abutment and wing wall as per specification and direction of E/I. |
| 16 | Providing Dewatering using 10 hp deisel pump. |
| 17 | Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S. 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I. |
| 18 | Construction of Embankment 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. |
| 19 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 20 | Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications |
| 21 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications |
| 22 | Supplying fitting and fixing rubber Seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I. |
| 23 | Providing and laying dry pitching with precast concrete block 600x600x300 size of M100 with 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 required F.M.(2.5 to 3.0) washed and screened including necessary form work, tools and plants, vibrating, curing, as well as royalty and all taxes all complete job as per specification and direction of E/I. |
| 24 | Supplying Aggregates 45 mm to 22.4 mm at Quarry . |
| 25 | 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. |
| 26 | supplying wire mesh crates of size 3mx1.5mx0.75m and 150 mm sq.mesh made out of G.I. wire 10 S.W.G.double knotted at each joint in box type etc all complete job as per specification and direction of E/I. (7.7.36) |
| 27 | Labour charge for pitching above water on apron and slope of bank with boulders in crates of specified size (materials within 150m and all lifts) including boxing and tying the crates with 12 to 14 gauge G.I. wire including cost of G.I. wire all complete job as specifica- tion and direction of E/I. |
| 28 | Supply of stone Boulders of size 300mm for pitching as per specification and direction of E/I. |
| 29 | Supplying Fitting and Fixing Copper Strip of 16 guauge of approved Quality (With 90% Puriry) in Expension Joints complete job as per specification and direction of E/I . |
| 30 | Providing random rubble stone masonary in cement mortar ( 1 : 4) in foundation and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening , raking out joints to 20 mm depth , curing , taxes and royalty all complete job as per building specification and direction of E / I . |
| 31 | Providing random rubble stone masonary in cement mortar ( 1 : 4) in superstructure and plinth with hammer dressed stone of less than 0.03 m3 in volume and clean coarse sand of F.M 2 to 2.5 including cost of screening of materials , scaffolding , raking out joints to 20 mm depth , curing , taxes and royalty all complete job as per Building specification and direction of E / I . |
| 32 | Supply of NP3 R.C.C hume pipe ( as per I.S.S 458-1971 ) (i) 300 mm dia . |
| 33 | Labour for laying, fitting and fixing NP2 hume pipe with collars in line, level and grade, as well as providing approved jointing materials and joints properly filled to make them water proof, all complete, job as per specification and direction of E/I . 300 mm dia . |
| 34 | Providing tuck pointing in cement on stone masonary (1:3) with clean coarse sand of F.M. 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. |
| 35 | 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 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 , placing the earth in layers not exceeding 225 mm thick all complete as per specification and direction of E/I. (As per TEC Letter No-587 dated22.09.06)Lead beyond 150 M but up to 500 m . |
| 36 | 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 a 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, including hire charge of compaction machine and other tools and plants etc. for lined canal all complete as per specification and direction of E/I. ( Mode of measurement- sectional measurement of compacted earth). |
| 37 | Earth work in lip cutting in side slopes and bed of canal in ordinary soil with initial lead of 30M and lift of 1.50M including the cost of formation of sub grade of canal lining, leveling, profiling, controlling of slopes and fine dressing with disposal of excavated earth and nominal dewatering if any all complete as per approved design, specification and direction of E/I |
| 38 | Providing brick flat soling work with designation 75A bricks joints filled with local sand free from clay contains including royalty and all taxes etc. complete job as per specification and direction of E/I. |
| 39 | Providing designation 75 A Brick work in C.M (1:4) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials , raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction E/I. |
| 40 | Providing designation 75A Brick work in C.M. (1:3) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I. |
| 41 | Laying of a geotextile filter between pitching and embankment slopes on which pitching is laid to prevent escape of the embankment material through the void of the stone pitching/cement concrete blocks as well as to allow free movement of water without creating any uplift head on the pitching . |
| 42 | Providing 10mm thick vertical joints at suitable intervals , joints filled with bituminous materials of approved quality including royalty and all taxes etc. all complete as per specification and direction of E/I. For canal side slope . |
| 43 | Providing 10mm thick vertical joints at suitable intervals , joints filled with bituminous materials of approved quality including royalty and all taxes etc. all complete as per specification and direction of E/I. For canal bed . |
| 44 | Providing Compacted 150mm thick sand filter of required F.M as per design on side slope and in bed of canal with coarse sand, including cost of water, ramming,levelling and dressing etc. all complete as perspecification and direction of E/I. |
| 45 | Supplying, fitting and fixing steel gauge with 16mm. diaTMT bars at 15cm. centres with spear shaped top ends projected 225mm Beyond frame fitted on 40x40x6mm M.S. Angle frame of size 60x60x6mm including cost of fabrication, providing necessary locking arrangements with haskel and domny duly fixed in P.C.C. (1:2:4) blocks of required size, applying, priming coat of red lead over steel work , taxes all complete as per drawing , specification and direction of E/I |
| 46 | Providing and placing stone metal graded filter of size 20 mm to 45mm in slopes and bed of canals below lining including royalty and other taxes etc. all complete as per specification and direction of E/I. ( where depth of canal cutting more than 6M (20ft). |
| 47 | 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. |
| 48 | Carriage of materials by mechanical means with loading,unloading and stacking at site.Cement (2UNSURFACED+10SURFACED) |
| 49 | Steel (2UNSURFACED+10SURFACED) |
| 50 | Sand (3UNSURFACED+50SURFACED) |
| 51 | Stone Chips (2UNSURFACED+29SURFACED) |
| 52 | Stone Metal (2UNSURFACED+29SURFACED) |
| 53 | Bricks( 3UNSURFACED+12SURFACED) |
| 54 | Bitumen (3UNSURFACED+240SURFACED) |
| 55 | Boulder( 2UNSURFACED+29SURFACED) |
| 56 | HUME PIPE( 10SURFACED) |
| 57 | GST @ 18% |
| 58 | Labour Cess @ 1% Please Enable Macros to View BoQ information |
