|
| 1 | Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area SOR-2.02 |
| 2 | Construction of Embankment with approved material obtained from Borrow pits with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. SOR-3.16 |
| 3 | 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 at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SOR-4.01 B V |
| 4 | Bituminous concrete Grading- II with VG-30 Grade Packed BitumenProviding and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment , rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORT&H specification clause no. 507 complete in all respects. SOR-5.05 (B) |
| 5 | Tack Coat on Bituminous surfaces Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. SOR-5.02 i |
| 6 | 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 .The finished surface to be level, uniform and free from streaks and holes.) SOR-8.13 |
| 7 | Providing and fixing Glow studs of size 100X20 mm made of heavy duty body shall be modified ASA ( Acrylic Styrene Acryloretrite) or HIP ( High impact polystyrene) or ABS having electronically welded micro-prismatic lens with abrassion resistant coating as approved by Engineer in charge. The Glow stud shall support a load of 13635 kg tested in accordance with ASTM D4280. The Slope of retro- reflective surface shall be 35 (+/-5) degree to base. The reflective panels on both sides with atleast 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM I:809 as recommended in BS:873 part 4: 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in-charge. SOR-DSR 16.50 |
| 8 | 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 at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. SOR-4.01 B V |
| 9 | Providing and laying80mm Thk factory made Cement Concrete interlocking paver blocks of M40 Grade made by Block making machine with strong vibratory, compaction of approved size,design and shape,laid in required colour and pattern over bed asper relevant IRC code, filling the joints with fine sand etc all complete as per direction of E/I. SOR-4.23B |
| 10 | providing P.C.C. M15 with nominal mix (1:2:4) in levelling course in foundation-do-do all complete job SOR-12.08 A case II |
| 11 | Painting on Wood Surfaces (Providing and applying two coats of ready mix paint of approved brand on wood surface after thorough cleaning of surface to give an even shade) SOR-8.1 |
| 12 | Painting on concrete surfaceProviding and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 sqm. RCD SOR - 14.16 SOR-14.16 |
| 13 | Construction of sub-grade with approved Stone dust material with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2. SOR-3.18 |
| 14 | Type - A, \\"W\\" : Metal Beam Crash Barrier (Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811) SOR-8.23 A |
| 15 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications. Stone/Boulder SOR-16.04 A |
| 16 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification SOR-16.05 |
| 17 | Labour Cess Please Enable Macros to View BoQ information |
