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| 1 | Dismantling of existing structures like culvert, bridges, retaining walls and other structures comprising of brick masonary, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202 (B)-in cement mortar Ref. to MORD-202(2.6) |
| 2 | Taking out existing c.c. Interlocking paver blocks from footpath/ central verge including removal of rubbish etc. Disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per diretion of Engineer-In-Charge. as per DAR 16.83 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the All kinds of soil. Rate as per DAR 2.8.1 |
| 4 | Providing and laying in position cement concrete 1:4:8 (1cement, 4 coarse sand (zone-III), 8 graded stone aggregate 40 mm Nominal Size) excluding the cost of centering and shuttering- All work upto plinth level as per PWD (SCH.)- 273 Ref. to DAR 4.1.8 |
| 5 | 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. |
| 6 | 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. |
| 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 | Laying old cement concrete interlocking paver blocks of any design/shape laid in required line, level,curvature, colourand pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of (Engineer-in-Charge. (Old CC paver blocks shall be supplied by the department free of cost) Rates as per DAR 16.84 |
| 9 | Edging with straight overburnt bricks, laid dry lengthwise, including excavation, refilling, consolidation with a hand packing and spreading nearly surplus earth with in a lead of 50 metres Ref. to MoRTH -(11.15) |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 11 | Providing and laying dense graded bituminous macadam Grading-I with 120 TPH batch type HMP producing an avarage output of 75 tonne per hour using crused aggregates of specified grading premixed with bituminous binder @ 4.50 percent by weight of total mix and filler , transporting the hot mix to work site , layig with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 505 complete in all respects. |
| 12 | Providing and laying bituminous concrete with 120 TPH batch type hot mix plant producing an avarage output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler , transporting the hot mix to work site , laying with hydostatic paver finisher with sensor control to the required grade , level and aligmnment , rolling with smooth wheeled , vibratory and tendom roller to achieve the desired compaction as per MoRT&H Specification Clause 507 complete in all respects. |
| 13 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. Ref. to MoRTH - 803 (8.13) |
| 14 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering in 1:2:4 (1 cement: 2 coarse sand (zone- III): 4 graded stone aggregate 20mm nominal size). All work upto plinth level Ref. to DAR 4.1.3 |
| 15 | 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 |
| 16 | 12mm cement plaster finished with a floating coat of neat cement of mix : 1:4 (1 cement: 4 fine sand) Ref. to DAR 13.7.2 |
| 17 | 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 Please Enable Macros to View BoQ information |
