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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 | 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 |
| 3 | 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 |
| 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 | Centering and shuttering including strutting, propping etc. And removal of form work for Foundations, footings, bases of coumns etc. For mass concrete as per DAR 5.9.1 |
| 6 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work upto plinth level IN 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) as per DSR 5.1.2 |
| 7 | 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. |
| 8 | Providing Laying spreading and compaction 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 80-100 KN in stages to proper grade and camber applying and brooming stone screening binding materials to fill up the interstices of coarse aggregate watering and compacting to the required density grading 2 as per Technical Specification clause 405. |
| 9 | 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) |
| 10 | Brick edging laid lengthwise with half brick depth including excavation, refilling and disposal of surplus earthlead upto 25 metres; with common burnt clay bricks F.P.S. (non modular) bricks of class designation 7.5 as per DSR 16.8.1 |
| 11 | Prime coat- Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 12 | 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. |
| 13 | 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. |
| 14 | 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. |
| 15 | 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 |
| 16 | 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 |
| 17 | 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 |
| 18 | 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 |
