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| 1 | Earthwork in exacavation of foundation trenches in ordinary soil (vide classifiation of soil item - A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5 M including leveling, ramming the foundation trenches removing the roots or shrubs etc. all complete as per specification and direction of E/I {7.1.27} |
| 2 | Extra for earth work in hard soil (Vide classification of soil item-B) all complete as per specification and direction of E/I.(7.1.10) |
| 3 | 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.(7.1.43.8) |
| 4 | 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.(7.1.37) |
| 5 | Plain 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 . (RCD 12.04) PCC 1:3:6 grade M-10 |
| 6 | Plain /Reinfoced cement concrete in open foundation complete as per drawing and technical specificationRCC Grade M-20Using batching plant, transit mixture & concrete pump .(RCD 12.08 C)case-I |
| 7 | 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. (RCD13.05.E (p)) |
| 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 percent of (a+b+c) . Height upto 5m RCC using Batching plant, Transit Mixer and Concrete pump (RCD 14.01A(i)(p)) |
| 9 | 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 pumpFor solid slab super structure , 20-30 percent of (a+b+c) . Height upto 5m(RCD14.01B(i)P) |
| 10 | Plain/reinforced Cement concrete in open foundation complete as per drawing and technical specification.PCC grade M-15 using batching plant and concrete pump.(RCD 12.08A Case I) |
| 11 | Plain/reinforced cement concrete in sub structure complete as per drawing and technical specification.PCC grade M-15, height upto 5 m using batching plant & concrete pump (RCD 13.05.A (p) ) |
| 12 | 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.(7.3.17) |
| 13 | 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.(7.2.7) |
| 14 | Supply of stone boulder minimum size of 300 mm for pitching (M-018)(Part A P-80) |
| 15 | 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.(7.7.18) |
| 16 | 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.(7.8.1) |
| 17 | Suppying, fitting and fixing rubber seal (water stop ) of approved quality for construction joints complete job as per specification and direction of E/I.(7.8.2) |
| 18 | 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.(7.8.3) |
| 19 | Providing weep hole 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.(6.9) |
| 20 | 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.(7.1.31) |
| 21 | Supply of Shalimar Tarphelt BH ( Type II Group I) (Sl 79 M266 Pg-60,Part-A)(1780.0+10% C.P) |
| 22 | Drainage Spouts Complete as per Drawing and Technical specification (R.C.D 15.17) |
| 23 | Providing and fixing in position bitumen filler (bitumen, cement and sand ) in construction joints complete job as per specification and direction of E/I.(7.8.4) |
| 24 | 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. (As per TEC Letter No. 587 Dated 22-09-06) . Lead Beyond 150 M but upto 500 M.(7.1.26.1) |
| 25 | 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 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 ofE/I (Mode of measurement- sectional measurement of compacted earth).(7.1.39) |
| 26 | Supplying ,fitting and placing un-coated HYSD bar Reinforcement in foundation complete as per drawing and technical specifications. (RCD 12.42) |
| 27 | Supplying ,fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications. (RCD 13.06) |
| 28 | Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications. (RCD 14.02) |
| 29 | M195 Iron and Steel material 100x110x8/10/12(Grade A)(158, M195, b(v)) Pg No-40 |
| 30 | Diesel pump per 10 HP(PM-29, Part A P-82)(300.0+10% C.P) |
| 31 | Carriage of Materials Cement (35KM P+1KM K) |
| 32 | Sand (35KM P+1KM K) |
| 33 | Chips (35KM P+1KM K) |
| 34 | Steel (35KM P+1KM K) |
| 35 | S. Boulder (40KM P+1KM K) |
| 36 | S. Metal (40KM P+1KM K) |
| 37 | Labour Cess Please Enable Macros to View BoQ information |
