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| 1 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m as directed by Engineer-in-charge 0.30m & above. (PWD SOR 2.6.1.) |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:4:8 (1 cement 4: coarse sand 8 graded stone aggregate 40 mm nominal size) (PWD SOR 4.1.8) |
| 3 | 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) (PWD SOR 6.1.1) |
| 4 | 12 mm thick cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix: 1:4 (1 cement and 4 fine sand) (PWD SOR 13.7.2) |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering all work up to plinth level 1:2:4 (1 cement 2: coarse sand 4 graded stone aggregate 20 mm nominal size) (PWD SOR 4.1.3) |
| 6 | Granular Sub-Base with close Graded Material By Mix in Place Method Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Front end loader/ rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. |
| 7 | Water Bound Macadam Grade-3Providing , laying , spreding and compacting graded stone aggregate of specific sizes to water bound macadam specification including Spreading in uniform layers , hand packing,rolling with three wheel steel/vibratory roller in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fill up the interstices of course aggregate , watering and compacting to the required density. as per clause 401.(4.11A) |
| 8 | Water Bound Macadam Grade-2Providing , laying , spreding and compacting graded stone aggregate of specific sizes to water bound macadam specification including Spreading in uniform layers , hand packing,rolling with three wheel steel/vibratory roller in stages to proper grade and camber,applying and brooming requisite type of screening/ binding material to fill up the interstices of course aggregate , watering and compacting to the required density. as per clause 401.(4.11A) |
| 9 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 |
| 10 | Prime Coat over WBM Providing and applying prime coat with bitumien emulsion on prepared surface of granular Base inlcuding clearing of road surface and spraying primer at the rate of 0.70kg/sqm using mechinical means .5.01 |
| 11 | Tack Coat First (over granular surface) Providing and applying tack second coat with VG.- 10/ Bitumen Emulsion using emulsion pressure distributor at the rate of0.20- 0.30 kg per sqm in the norms bituminous surface cleaned with mechanical broom . 5.02 |
| 12 | Providing and laying dence graded bituminous macadam with 120 TPH bath type hot mix plant producing an average output of 75 tonne per hour using crashed aggregates of specified grading premixed with bituminous binder as per job mix , transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grace level and alignment roling with smooth wheeled vibratary and tandem rollers to achieve the desired compaction as per MORTH 505 specifications clause 5.04 complete in all respects. |
| 13 | Tack Coat Second (over bituminous surface) Providing and applying tack second coat with VG.- 10/ Bitumen Emulsion using emulsion pressure distributor at the rate of0.20- 0.30 kg per sqm in the norms bituminous surface cleaned with mechanical broom . 5.02 |
| 14 | Providing and laying bitumenous concrete with 120TPH 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 percentage 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 aligment,rolling with smooth wheeled, vibratory and tendom roller to achieve the desired compaction as per MORTH & specification clause 507, 5.05 complete all respects. |
| 15 | 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) |
| 16 | Road Marking with hot applied thermoplastic compound with reflectoring glass beads on bituminous surface.Providing and laying of applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @250gms 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 straks and holes.As Per MORTH-803(8.13) |
| 17 | Supply and fixing of raised pavement marker with made of plastic body of RPM/ Road stud shall be moulded from ASA or HIPS or Acrylonitrite butadien styrene or any other suitable material approved by engineer the marker shall support a load of 13.635 kg tested in accordance with ASTM D4280 with Shank Morth-804 (8.35)- suggestive UPPWD SOR chapter 26 SI No.5 |
| 18 | Dismantaling of existing structures like culverts, bridges, retaining walla and oter structures comprisinh of masonary, cement concrete, wood work, steel work, including T&P and scaffolding whereever necesarry, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification. Cement Contrete by mechanical means. |
| 19 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering finished and reinforcement-all work up to plinth level. 1:1.5:3 (1cement:1.5 coarse sand(zone-iii):3 graded stone aggregade 20mm nominal size. (PWD SOR 5.1.2) |
| 20 | Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 21 | Supply and fixing of Information stone as directed by Engineer-in charge. Please Enable Macros to View BoQ information |
