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| 1 | Dismantling of old damaged cement concrete Road including stacking of all materialat site |
| 2 | E/W Cutting or in embankment for making road foemation with carted earth lead upto 5km |
| 3 | Excavation in foundations in ordinary soil ( Loam clay or sand ) including lift up to 1.5 m and lead up to 30.o meter and including filling, watering and ramming of excavated earth in to the trenches or into the space between the building and the sides of foundation trenches or in to the plinth and removal and disposal of surplus earth as directed by the Engineer- in charges up to a distance of 30 m from the foundation trenches |
| 4 | Cement concrete with 2cm gauge brick ballast fine sand & cement proportion of 1:4:8 complete work as per S.I. 281 |
| 5 | M-150 First class B/w in 1:4 Cement C'sand mortor in Sub Structure including supply of all meterial labour t&P etc required for proper completion of work |
| 6 | 12 mm thick plaster in 1:4 cement & Coarse sand mortor over brick work minimume thickness not less then 10 mm including all supply of meterial , Labour T&P etc S.I.No. 584(i) |
| 7 | Providing and laying cement concrete with 1:2:4 (1cement 2 coarse sand and 4 graded stone ballast 20 mm nominal size) and curing complete, supply of all materials, curing, labour and T&P etc. required for proper completion of work as per direction of E/I) As per SI. No.279(a) |
| 8 | Supply,Laying and Consolidation of 22.40-53 mm gauge stone Ballast |
| 9 | Construction of un-reinforced dowl jointed at expansion and construction joint only 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 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 FlooringMachine.Technical Specification Clause 1501. |
| 10 | RCC Work with cement, approved coarse sand and 2 cm gauge approved stone grit in proportions of 1:1.5:3 in Slab |
| 11 | M.S. or iron work of small sizes and section such as holding down bolts, hold fast, tie rods grating etc. wrought to required from including supply of steel bolts, nuts wastage etc. and their fixing required for proper completion of the work |
| 12 | Supply and fixing of inoguration black granite stone padestal i/c grooving matter, b/w, plaster, painting etc all complete work |
| 13 | GST 18 % Please Enable Macros to View BoQ information |
