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| 1 | Earth work in cutting or in embankment in ordinary soil by carteg earth from 15 km including levling dresing & remaning the etc all complete as per Si 253 |
| 2 | Excavation in foundation in ordinary soil (loam clay or sand ) includig lift upto 1.50 metre and lead upto 30 metre . Including filling watering & ramming of excavated earth into the trenches of into the space between the building & the sides of foundatio |
| 3 | Concrete with 40mn gauge B/B, fine sand of 1.25 FM and Cement in proportion of 12:6:1 including supply of all materials, labour and T&P etc. required for proper completion of the work. SI.N0.273 |
| 4 | M-150 Brick work in 1:4 cement & fine sand (1.25 F.M.) mortar morter in foundation and plinth including supply of all materials, labour & tools & plants etc. required for proper completion of the work. Excluding GST. SI No. 305 |
| 5 | Provoiding and Laying of 2.50 cm thick PCC 1:2:4 (Without Base Concrete) With cement coarse sand and 20 mm gauge stone grit incluidng all. As per PWD Allahabad SOR SI. No. 601A |
| 6 | 12 mm thick plaster with 1:4 cement and find sand morter over brick masonry work . As per S.I. No. 597© |
| 7 | R.C.C. 1:2:4 with cement, approved coarse sand and 20 mm gauge approved stone grit, . As per PWD Allahabad SOR SI. No. 283 |
| 8 | M.S.Iron Work Such as Plain Work as per SI No.504 |
| 9 | 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 smooth wheel roller to achieve the desired density complete as per technical specification clause 401 |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber applying and brooming stone screening to fill up the interstices of coarse aggregate,watering and compacting to the required density grade iii as per technical specification clause 405. |
| 11 | Construction of unreinforced, dowel jointed at expansion and construction joints only, plain cement concrete pavement, thickness as per design, over a prepaired 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 IS383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mixed design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film,wedges, steel plate, 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 expansion, construction joints, applying debonding strips, primer, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification clause 1501 . |
| 12 | Provoiding and laying of Rubber moulded reflective Zig-Zag 80 mm thick tiles of precost compressed c.c. passing 30mpa compressive strength ISI marked concrete block pavements having thickness 80 mm as per technical specification clause 1504 |
| 13 | Supply and fixing of sign board i/c all complete work |
| 14 | As per Order of Joint Secretary G.O.No.G-1877 Dated-21-02-2025 and Dierector cum-Chief Engineer U.P.RED, LucknowLetter No.801 Dated 03-03-2025 Deduction 5 % for Competative Price Efficiency Please Enable Macros to View BoQ information |
