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| 1 | Earth work in cutting or in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 1/2 meter (20\") in depth and earth work in embankment to be in 20 cm (8\") layers including ramming and dressing the surface including 1.500 M (5ft) lift and 30M (100\") lead the earth from cutting to be used in making embankment or to be deposited as spoil banks within 30M (100\") |
| 2 | Construction of granular sub-base Grade-I by providing and laying well graded ready mix material as per specification spreading in uniform layerswith motor grader on prepared surface and mixing by mix in place mathode at OMC and compacting with smooth wheel roller to achieve the desired density complete as per MORD specification No. 401. |
| 3 | Providing ,laying,spreading and compacting stone aggregates of 45-63 mm size to water bound macadam specification including spreading in uniform thickness ,hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber ,applying and brooming, stone screening , binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 2 as per PWD specification. |
| 4 | Providing ,laying,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness ,hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber ,applying and brooming, stone screening , binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 3 as per PWD specification. |
| 5 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base spraying primer @0.70kg / sqm using mechanical means as per Technical Specification Clause 502. |
| 6 | Providing and applying tack coat withbitumen VG-10 using pressure distributor at the rate of 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanical broom as per Technical Specification Clause 503. |
| 7 | Providing, laying and rolling of open - graded premix carpet of 20 mm thickness composed of 13.2 mm (sieve passing 22.4 mm & retaining 11.2mm)& 11.2 mm grit (sieve passing 13.2 mm & retaining 5.60mm) aggregates either using penetration grade bitumen or emulsionto required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheel80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508. |
| 8 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat. |
| 9 | Earth work inpatari in ordinary soil etc including dressing every additional 1.50m lift or part of 1.50m as per S.I. No. 253. |
| 10 | Earth work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitablematerial. |
| 11 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanical mixed ,placed in foundation and completed by vibration inluding curing for 14 days. |
| 12 | Reinforcementcement concrete (M-25) in Super structure complete as per drawing and technical specification as per MORD Data Book. |
| 13 | Mild Steel or iron in plain work such as in reinforced concrete including bending for proper completion of the work and including supply of steel its wastage etc. |
| 14 | S/O 600 mm 7.50 R/M including supply of all material ,labour, T&P etc complete as per direction of Eng-in-charge. |
| 15 | P/L ,Fixing, Jointing 900 mm H.Pwith Coller SI No. 30 (NS 5)(III) |
| 16 | Stone masonary work in cement mortar 1:4 infoundation compacted as per drawings and technical specifications . |
| 17 | Stone masonary work in cement mortar 1:4 inSub structure compacted as per drawings and technical specifications . |
| 18 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification clause 613.3 and 1204. |
| 19 | Filter Media behind retaining wall as per specifications 1204.3.8 in a width of 600mm. |
| 20 | The routine maintenance of above road work including embankment, patari, pavement, road side and cross drain,hume pipe culvert etc to the required standards and in the manner as defined in CB conditions 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%) |
| 21 | The routine maintenance of above road work including embankment, patari, pavement, road side and cross drain,hume pipe culvert etc to the required standards and in the manner as defined in CB conditions 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 (1.00%) |
| 22 | The routine maintenance of above road work including embankment, patari, pavement, road side and cross drain,hume pipe culvert etc to the required standards and in the manner as defined in CB conditions 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%) |
| 23 | The routine maintenance of above road work including embankment, patari, pavement, road side and cross drain,hume pipe culvert etc to the required standards and in the manner as defined in CB conditions 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 (2.00%) |
| 24 | The routine maintenance of above road work including embankment, patari, pavement, road side and cross drain,hume pipe culvert etc to the required standards and in the manner as defined in CB conditions 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 (3.00%) |
