|
| 1 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by engineer-in-charge with in a distance of 60 mtr(200 Ft) |
| 2 | Dismantling of old bricks laid on flat kharanja stacking of old bricks. ( Old Tiles Road) |
| 3 | Concrete with 4 cm. guage stone ballast, Fine sand of 1.25F.M. and cement, in proportion of 12:6:1.including of all workcomplete. |
| 4 | Construction of embankment with approved material (Earth) obtained from borrow pits cartage from 7 km with all lifts and leads, transporting of site, spreading, grading to required slope and compacting to meet requirement of table 300-2 |
| 5 | M-150 Brick work in one cement and four corse sand (1:4 ) in foundation and plinth including supply of all materials labour, T&Petc. Reqd. For proper completion of the work |
| 6 | 12 mm thick cement plaster with cement and corse sand mortar 1:4 over brick work thickness not less than 1cm including of all work |
| 7 | Cement Concrete with 20mm gauge approved stone ballast, coarse sand,and cement in the proportion 4:2:1 including supply of all material, labour, tools and Plants etc. requared for proper complition of the work SINo 279 (a) |
| 8 | Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader onprepared surface, |
| 9 | Supply of 80mm thick precast cement concrete i-shape or zigzag interlocking paver blocks with top layer of mionimum 8mm thickness having plan dimensions 200x(160+120mm) with minimum 5mm thick topping of O.P cement smooth high gloss finish, skid resistant manufactured from rubber moulds through vibro-compression mechanism the compressive strength of concrete paver block shall not be less than 30 Mpa (M-30) and weight 5kg per No |
| 10 | Construction of un-reinforced plain cement concrete pavement, thickness as per design over a prepared sub base with 43 grade cement or any other type as per clause 1501.2.2 M-30 (Grade), coarse and fine aggregates confirming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weight batcher using approved mix design laid in approved fixed side form work (steel channel, laying and fixing of125 micron thick polythene film wedges steel plates including leveling the formwork as per shovels rakes compacted using needle continuous operation including provision of contraction and expansion construction joints as per norms applying debonding strips primer , sealant, dowel bars, near approaches to bridge/ culvert and construction , joints, admixtures as approved, curing of conrete slabs for 14- days, curing compound ( where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 including cost of polythene sheet and also including complete shifting of materials & Concrete etc. |
| 11 | R.C.C. Work with cement approved coarse sand and 2 cm. gauge approve stone grit in proportions of 1:1.5:3 in culvert slab having spans upto 6M excluding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G.G.I. binding wire and including necessary, centering & shuttering etc. and supply of all material, labour, tools & plants etc. required for proper completion of the work including cost of binding wire. The rate excludes making |
| 12 | MS (Tor steel or plain)in plain work such as RCC or RB work including binding for proper shape and including supply of steel & its wastage bend, hooks and authorized overlapping shall be measured and including cost for binding wire. SINo. 504 |
| 13 | Deduction of old Brick bat |
| 14 | Deduction of old Bricks |
| 15 | Deduction of old tiles |
| 16 | Add 18 % GST Amount Please Enable Macros to View BoQ information |
