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| 1 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20\"\") in depth and earthwork in embankment to be 20 cm (8\"\") layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. |
| 2 | 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. |
| 3 | 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. |
| 4 | 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 and 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. |
| 5 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pit not exceeding 1/2 metre (20\"\") in depth and earthwork in embankment to be 20 cm (8\"\") layers including ramming and dressing the surface to required levels and slopes and also including 1.5 mts lead. The earth form cutting to be used in making embankment or to be desposited on spoil banks withen 30 m. (100 ft.) distance as directed by the Engineer-in-charge Excluding Royalty. |
| 6 | Construction of Hume Pipe Culvert Earth work in excavation in foundation as per SI no. 251 (Excluding royelty) |
| 7 | P/L of Cement concrete 1:4:8 (cement, fine sand, 40mm brick ballast) in foundation as per SI no. 275 |
| 8 | P/L of filter media of 25 mm gauge class-150 brick ballast below hume pipe as per chap.-1, Sl.-2(b) |
| 9 | Class-150m brick work with 1:4 cement and coarse sand mortar in foundation, parapet of culvert as per SI no. 307 |
| 10 | Struck pointing with 1:2 cement sand mortar as per SI no. 574 |
| 11 | Cement plaster 12mm thick 1:4 Cement and fine sand of 1.25fm as per SI no. 584 |
| 12 | P/L of 1000mm dia RCC NP-3 hume pipe in position (1No=3x2.50M) |
| 13 | Providing and fixing Signe Board, km & hectometer stone etc. Complete |
| 14 | The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024 and as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.0% for items of sl no 1 to 13 of civil cost. |
| 15 | The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024 and as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @0.75% for items of sl no 1 to 13 of civil cost. |
| 16 | The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024 and as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 1.50% for items of sl no 1 to 13 of civil cost. |
| 17 | The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024 and as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 2.25%for items of sl no 1 to 13 of civil cost. |
| 18 | The routine maintenance of above road work including earthen shoulder, and bitumenous pavement etc to the required standards and in the manner as per G.O. No. 17/2024/सा०-113/23-1-2024-23-1099/113/2023 Dated-16.01.2024 and as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 5th year maintenance cost @ 3.0% for items of sl no 1 to 13 of civil cost. Please Enable Macros to View BoQ information |
