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| 1 | Dismantling of the laid interlock tiles including stacking of the tiles as per directed by Engineer Incharge |
| 2 | 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) |
| 3 | P.C.C work in 1:6:12 Cement, f/ sand, and 40 mm brick ballast including supply of all materials, labour , T & P etc. As per S.I.No 273 |
| 4 | Construction of embankment with approved material (Earth) obtained from borrow pits cartage from 8 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 Class B/W in 1:4 cement, coarse sand 1.25 F.M motar in foundation and plinth including supply of all materials, labour , T & P etc. As per P.W.D. S.I. No. 305(a) |
| 6 | 12 mm thick plaster in 1:4 cement and coarse sand mortar on brick work minimum thickness not to be less than 1 cm. including supply of all materials, labour,T & P etc. As per SI No 584(a) |
| 7 | P.C.C work in 1:2:4 Cement, c/ sand, and 20 mm stone grit including supply of all materials, labour , T & P etc. As per S.I.No 279(a) |
| 8 | Construction of granular sub base by providing well 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 achive desire density complete as per technical specification clause as per MORD 401 |
| 9 | Laying 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 | 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 |
| 11 | Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with grade cement or any other type as per Clause 1501.2.2 M (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days,using curing compound (where specified) and water finishing to lines and grade as per drawing and finished with Power Trowel Cum Floter-Trimix Flooring Machine.Technical Specification Clause 1501. |
| 12 | R.C.C Work 1:1.5:3 in cement c.sand and 20 mm stone grit in door sills, chaukhat, boundry post etc as per si no 282(a) for Road xing |
| 13 | Supply and fixing of Granite stone with complete work details engraved |
| 14 | M.S. (tor steel or plain) in Plain work such as R.C.C. or R.B. work including bending for proper shape and including supply of steel & its wastage. Bend hooks, and authorised overlapping shall be measured and including cost of bindng wire. |
| 15 | Deduction of Old Bricks |
| 16 | Deduction of old brick bats |
| 17 | Add 18 % GST Amount Please Enable Macros to View BoQ information |
