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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 as obtained to a distance upto 50M including all lift leveling ramming the foundation trenches, removing roots of trees shrubs all complete as per approved design, building specification and direction of E/I. |
| 2 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Grade I |
| 3 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.Grade II |
| 4 | Providing and laying in position cement concret of specified grade excluding the cost of centring and shuttering -All work upto plinth level:-(1:1.5:3(1cement :1.5coarse sand (zone-III):3 graded stone aggregate 20mm nominal size) |
| 5 | Centring and shuttering including strutting ,proping etc and removal of form for foundation ,footing ,bases of columns ,etc for mass concrete |
| 6 | Providing separation membrane of impermeable plastic sheeting 125 micron thick. |
| 7 | Filling in foundation trenches or in plinth in layer not exceeding 150mm thick,well watered rammed fully compacted and fine dressed with earth obtained after cutting with lead of 50m and lift of 1.5mall completed as per direction of E/I(mode of measurement compacted volume). |
| 8 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials labours royality and taxes all complete as per building specification and direction of E/I. (Mode of measurement compacted volume) |
| 9 | Supplying and laying(Property as per design and drawing) rip rap with good quality of boulders duly packed including the cost of materials, royality all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I. |
| 10 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications. A PCC Grade M15 |
| 11 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in foundation with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I. |
| 12 | Providing rough dressed random rubble stone masonry in cement mortar (1:4) in super-structure with approved quality of coarse sand of requisite F.M (2.5 to 3) washed and screened with raking out joints curing, scaffolding and its removal wherever required including royalty and all taxes etc. complete job as per specifications and direction of E/I. |
| 13 | Providing and laying P.C.C or R.C.C. M200 with nominal mix of (1:1.5:3) in deck slab with approved quality of 20 mm 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 excluding cost of shuttering or form-work as well of reinforcement ,its cutting,bending, binding and placing including necessary tools and plants and vibrating,curing,royalty all taxes etc. complete job as per specifications and direction of E/I. |
| 14 | Providing M.S Reinforcement (tor steel) as per approved design , drawing removal of rush , curing ,bending , binding including supplying annealed wire , placing M.S rods …..do…do all complete |
| 15 | Providing centring including strutting and proping etc and its removal in Deck slab as per specifications and direction of E/I. |
| 16 | Providing centring including strutting and proping etc and its removal in various components of canal structure or embankmentsas per specifications and direction of E/I. |
| 17 | Providing 25mm thick cement plaster (1:4) with approved quality of sand of requisite F.M (2.5 to 3.0) washed and screened including curing, scaffolding wherever required and its removal , royalty and all taxes etc. complete job as per specifications and direction of E/I. |
| 18 | Providing 1.5 mm cement punning including curing etc complete job as per specifications and direction of E/I. |
| 19 | Earthwork in excavation of foundation trenches as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the toe of the dam base in the country side within initial lead of 150 M & initial lift of 1.50 M as per specification and direction of E/I. |
| 20 | Providing shuttering, including strutting, propping etc. and its removal after use in super structure portion of various components of dam work per specification and direction of E/I. |
| 21 | Providing weep hole with dry graded stone filter of 20mm to 40mm size in abutment & wing wall as per specificatin and direction of E/I. |
| 22 | Earth-work in filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceeding 150mm thick well watered,rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30m and initial lift of 1.5m cmplete as per specification and direction of E/I. |
| 23 | Carriage of Materials - Cement |
| 24 | Chips |
| 25 | Metal |
| 26 | Boulder |
| 27 | Steel |
| 28 | Add GST @ 18% |
| 29 | Add Labour Cess @1% Please Enable Macros to View BoQ information |
