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| 1 | Demolishing brick work manually /by mechanical means including stacking of servicceable material and disposal of unserviceable material with in 50 meter lead as per direction of Engineer- In - charge in cement mortar as per DAR No 15.7.4 |
| 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. 2.8.1 |
| 3 | Taking out existing CC 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 direction of Engineer-in-Charge.DAR No.16.83 |
| 4 | Dismantling Reinforced cement concrete or Reinforced brick work including stacking of dismantled materials as directed by the Engineer - in - charge with in a distance of 60meters (200ft) as per S.I no 15.3 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering, all work upto plinth level 1:5:10 (1 cement : 5 coarse sand : 10 graded Stone aggregate 40mm nominal size) including supply of all materials, labour T&P etc. As per SI.No. PWD Sch. 4.1.10 |
| 6 | Brick work with common brunt clay (non modular) brick of class-150 in foundation and plinth in Cement mortar 1:4 ( 1 cement: 4 coarse sand) As per DAR. 6.1.1 |
| 7 | Providing and Laying in position Cement concrete of specified grade excluding cost of centering and shuttering - All work up to Plinth level: 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) as per S.O.R. 2020 (4.1.2) |
| 8 | 12mm thick plaster with cement mortar in proportion of 1:4 cement and approved coarse sand. As per SI. No. 13.4.1 |
| 9 | 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 Tachnical Specification Clause 401 |
| 10 | Providing and laying of interlocking concrete Block pavement having thickness 80 mm as per drawings and technical specification Clause 1504 (Exclusive GSB) as per MORD 1500 (6.7) |
| 11 | 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. |
| 12 | 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 |
| 13 | 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. |
| 14 | 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. |
| 15 | 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. |
| 16 | Providing and laying in position specified grade of reinforced cement concrete work, excluding the cost of centering, shuttering, finshing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand :3 graded stone aggregate 20mm nominal size) as SI No. 5.1.2 |
| 17 | Steel Reinforcement for R.C.C work including straightning , cutting , bending placing in position and binding all complete upto plinth level thermo- mechanically treated bars of Grade Fe-500D or more DSR 5.22.6 |
| 18 | Road marking with hot applied thermoplastic compound with reflectorising glass beads on bituminous surface P/L of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass boads @ 250gm 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 streeeks and holes as per Morth -803(8.13) |
| 19 | Supply and fixing of raised pavement marker with made of plastic body of RPM/Road stud Shall be molded from ASA( Acrylic Styrene Acrylonitrite) or HIPS(High impact polystrene) or Acrylonitrite butadian styrene (ABS) or Any other suitable material approved by the Engineer.The marker shall support a load of 13.635 kg tested in accordance with ASTM D4280.The reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face.Lenses shall be molded of methyl methacrylate confirming to ASTM D768 of equivalent.The stop or retro- reflecting surface shall preferably be 35+/- 5 degree to base and the area of each retro-reflecting surface and not be less than 13.00 sq.cm the marker height shall not be less than 10 mm and shall not exceed 20 mm and width shall not exceed 130 mm. The base of the marker Shall be flat within 1.3 mm at road studs shall be legibly marked with the name, trade or other means of identification of the manufacture apoxy installations, excess adhesive around the edge of the marker, excess adhesive on the pavement and adhesive on the exposed surfaces of the markers shall be immediately remove. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel to the Engineer in addition a two year warranty for satisfactory invalid performance of the finished road marker Shall also be given by the contractor who carriage out the work of fixing of reflective road markers in case the markers are displaced,damaged get worn out or lose their reflectivity compared to stipulated standards, the contractor would be required to replace all search markers within 15 days of the intimation from the Engineer at his own cost. The rate shall include all materials,Labour T&P,transportation, installation and incidentials all complete as per direction of the Engineer-in-Charge .RPM(with Shane) as per MORTH-804(8.35) Please Enable Macros to View BoQ information |
