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| 1 | 6.3.1-Providing and laying cement concrete in kerbs, steps and the like at or near ground level excluding the cost of centering, shuttering and finishing.:-1:1½:3 (1 Cement: 1½ coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 2 | 9.57.3-RAIN WATER SPOUTS AND PIPES:- Providing and fixing on wall face Unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.150 mm diameter |
| 3 | 17.15.3-\"Granular Sub-Base with CoarseGraded Material - Grading-I or II or III (Table:- 400-2):- Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density, complete as per clause 401.of MORT&H specifications:- Grading III material Note:- Any one of the grading for material may be adopted as per design\" |
| 4 | 17.69.2-Interlocking Concrete Block Pavement :- Providing and Laying of Interlocking Concrete Block Pavement having thickness 80 mm as per drawings and Technical Specification Clause 1504 |
| 5 | 5.23.2-Demolishing cement concrete manually/by mechanical means including disposal of material within 50 metres lead as per direction of Engineer-in-charge. : Nominal concrete 1:2:4 or leaner mix (i/c equivalent design mix) |
| 6 | 6.1.7-Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level:-1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size) |
| 7 | 17.70-Dismantling of IPB by manual means and disposal of dismantled material with all lifts and up to a lead of 1000 m as per technical specification clause 202.3 |
| 8 | 4.12.1-Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engnier -in-Charge.All kind of soil. |
| 9 | 5.52-Dismantling stone-ware drains and of concrete |
| 10 | 5.70-Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. |
| 11 | 21.55-Constructing standard drain type II drain complete consisting of concrete drain moulded and laid concrete foundation, rendered and smooth with 6mm thick rendering concrete to be of I :3:6 parts by volume of cement sand stone bajri and rendering to be 1:1 cement sand mortar |
