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| 1 | Earth work in excavation by mechanical means (Hydraulic excavator) manual means in foundation trenches of drains or exceeding 1.5 meter in width or 10 sqm on plan), pcluding dressing of sides and ramming of bottoms, an including getting out the excavated soil and disposal of Surplus excavated soil as directed, within a lead of 50 meter for All kinds of soil |
| 2 | Earth work in Filling with carted Earth from 5.0 km away from site |
| 3 | Proding and Laying of Cement Concrete in 1:3:6 (1 Cement: 3 Coarse Sand: 6 graded stone ballast 40 mm nominal size)| including supply of all matterial, Labour and T&P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and Doors. As per SOR Chp-5 Item S.I.No 280 |
| 4 | Remforced cement concrete work with cement approved coarse sand and 2 cm gauge approved stone ballast in the proportion of 1.1.5:3 in Drain for Base & Cover Slab exe uding supply of reinforcement and its bending but including its fixing and binding the same with 24 B.W.G. GI binding Wire and including necessary centering and shuttering jete and also including supply of all matterials, labours and 1&P etc. required for proper completion the work. Binding] wire cost being included in the item. |
| 5 | Reinforced cement concrete work with cement approved Jourse sand and 2 cm gauge approved stone ballast in the proportion of 1:13:3 in Drain for Walls/ Column excluding supply of reinfotecinent and its bending but including its ping and binding the same with 24 B.W.G. GI binding Wire Jan, including necessary centering and shuttering etc. and also including supply of all matterials, labours and T&P etc. required for proper completion the work. Binding wire cost being included in the item. |
| 6 | Mid steel or iron work in plain work such as reinforced es crete or reinforced brick work (when not included in an all rates) wrought to required shapes asnecessary in tuding bending for proper completion of thework and incarding supply of all steel and wastages and over laping and hooks. |
| 7 | P/L.C.C. in 1:6:12 in foundation with cement fine sand & 40 mm gauge b/ballast as per S.I. No 275 |
| 8 | M-150 B/work in 1:4 cement & c/sand mortar as per S.I.No-305(b) |
| 9 | 2.50cm. (1\\") thick damp proof coarse with cement concrete consisting of one part cement 1.5 parts approved coarse sand and 3 parts approved 13 mm. (1.5\\") graded stone grit and including water proofing materials as ordered by the Engineer-in-charge in the proportion as specified by the manufacturers. As per SOR Item No. 361 |
| 10 | 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. |
| 11 | 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/binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 12 | Construction of un-reinforced, dowel 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 1501.22 M30 (Grade), coarse and fine aggregates conforming to IS: 383, miximum 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 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 end plate vibrators and finished in continious operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days. |
| 13 | S/F Inaguration board. Please Enable Macros to View BoQ information |
