|
| 1 | Earth work excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc., complete for SS 20B for Foundatio |
| 2 | Sand filling with good river sand including cost and conveyance of all materials to site and all labour charges for filling etc.,complete. |
| 3 | Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. |
| 4 | Cement Concrete 1:3: 6 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. |
| 5 | Supplying and erection of centering for m Sheetincluding cost and conveyance of all material and all labour charges etc, complete |
| 6 | Proviison for for Weepholes using 100mm dia pipe |
| 7 | PAVER BLOCK |
| 8 | Earth work excavation and depositing on bank with initial lead and lift in all classes of soil except hard rock requiring blasting including all labour charges etc., complete for SS 20B for Foundatio |
| 9 | Sand filling with good river sand including cost and conveyance of all materials to site and all labour charges for filling etc.,complete. |
| 10 | Cement Concrete 1:4:8 using 40mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. |
| 11 | Cement Concrete 1:3: 6 using 20mm ISS HBG Metal including cost and conveyance of all materials to site and cost of labour and all other incidental charges etc.,complete. |
| 12 | Supplying and erection of centering for m Sheetincluding cost and conveyance of all material and all labour charges etc, complete |
| 13 | Construction of Granular Sub base by providing well graded material (25 mm to 4.75 mm IRC HBG metal @ 65 %,4.75 to 2.36mm IRC HBG metal@20%&2.36 mm below IRC HBG metal @15%)& (the material passing 425 microns sieve shall have liquid limit and plasticity index not more than 25 & 6% repectively) spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotovator at OMC and compacting with three wheel 80-100 KN capacity and finished in accordance with the requirements of the specification and thickness as per approved plans or as directed by the Engineer (Mix -in - place method). |
| 14 | Providing and Laying of Interlocking Concrete (Surface Textured) Block Pavements having thickness 60mm and compacted over a thin bedding sand layer of 25 mm thickness and joints shall be filled by fine sand of specified grading as per table 1500.6 of Specification of Rural roads-2014 andTechnical specification clause 1504. |
| 15 | Provision for Name board charges |
| 16 | GST Amount for providing Service to Government Contract Works for the above Construction Works. { GST Amount is the Total GST Amount for total overall quoted amount above this row in column \"BB\" for all works in this package} |
