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| 1 | Construction of embankment with approved material obtained from available land as permitted and approved by Engineer-in-Charge and as per technical specification clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 Ref. To MoRD 301.5 (3.4) |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator / manual means in foundation trenches or drains not exceeding 1.5 m width or 10 sqm on plan)Excavated soil and disposal of surplus excavated soil as directed with in a lead of 50 m including dressing of sides and ramming of bottoms ,lift upto 1.5 m including getting out the , Rate as SI No. 2.6.1 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work upto plinth level 1:4:8 (1 cement : 4coarse sand : 8 graded Stone aggregate 40mm nominal size) including supply of all materials, labour T&P etc. As per SI.No. PWD Sch. 4.1.8 |
| 4 | Brick work with common burnt clay (non modular) bricks of class 150 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) as per DAR 6.1.1. |
| 5 | 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. |
| 6 | 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 crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical specification Clause 405. |
| 7 | Providing and laying of interlocking concrete block pavements having thickness 80mm as per drawings and Technical Specification Clause 1504 (Exclusive G.S.B.) Ref. to MORD 1500(6.7) |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 40mm nominal size) including supply of all materials, labour T&P etc. As per DAR 4.1.2 |
| 9 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement. 1:1.5:3 (1 cement: 1.5 coarse sand (zone- III): 3 graded stone aggregate 20mm- All work up to plinth level. Ref. To DAR 5.1.2 |
| 10 | Mild steel or iron in plain work such as reinforced concrete or reinforced brick work (when not included in an overall rates) wrought to required shape as necessary including bending for proper completion of work and including supply of all steel and wastages and overlapping and hookes as per Chap-10, SCH. P.W.D./D.S.R. 504 |
| 11 | 12mm thick plaster Finished with a floating coat of neat cement of mix 1;4(1cement:4 fine sand)As per DAR 13.7.2 Please Enable Macros to View BoQ information |