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| 1 | Excavation for road work in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and tranporting to the embankment location within all lifts and lead upto 1000 m (RCD 3.06) |
| 2 | Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment 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) (RCD S.O.R. No-3.16) |
| 3 | 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 (Rate per cum for grading-II materials)(RCD SOR 4.01B ii) |
| 4 | Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.) With Vibratory Roller (RCD S.O.R. No- 4.14 (406(A)) |
| 5 | Dense Graded Bituminous Macadam Grading-I with VG-30 Grade Packed Bitumen Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total 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 MoRTH specification clause No. 505 complete in all respects.(RCD SOR 5.04 505 A) |
| 6 | Bituminous concrete Grading- II with VG-30 Grade Packed Bitumen Providing 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.(RCD SOR 5.05 507B) |
| 7 | Prime Coat over WMM/WBMProviding and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.(RCD SOR 5.01 502 A(i)) |
| 8 | Tack Coat on Bituminous surfacesProviding 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.(RCD SOR 5.02 503 (i)) |
| 9 | Plain Cement Concrete in open foundation complete as per Drawing and Technical Specification. P.C.C grade M20 using concrete mixer(road) (BCD SOR 5.3.1.1) |
| 10 | 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.) (RCD S.O.R. No- 8.13) |
| 11 | Solar Powered Road Marker (Solar Stud) Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED self illumination in active mode 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode.The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280.The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinkikng in 1 Hz.There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhace the life of the marker and a full charge should provide for a minimum autonomy of 50 hours.The height, width and length of the marker shall not be less than 10mmx100mmx100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively.The weight of the marker shall not exceed 0.5 Kilograms.Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer.)(RCD SOR 8.35) |
| 12 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of class-B Type IV retro reflective sheeting fixed cover 2 mm thick aluminium sheeting vide clause 801.3, 3mm/4mm thick aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67.(RCD SOR 8.04 A(iv))60cm equilateral triangle. |
| 13 | 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) |
| 14 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) (RCD S.O.R. No-12.1(B (i)) |
| 15 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification(RCD S.O.R. No-12.3) |
| 16 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) (RCD S.O.R. No-12.4)) |
| 17 | Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications.PCC Grade M20 using batching plant, transit mixer & manual placing (RCD SOR 12.08 B CASE II) |
| 18 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification R.C.C Grade-M30 (RCD S.O.R. No-14.1(B)(p) |
| 19 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications (RCD S.O.R. No-13.6) |
| 20 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) B (i) Depth upto 3 m (RCD S.O.R. No-12.01B(i)) |
| 21 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications PCC Grade M15 (RCD S.O.R. No-12.08(A)case I) |
| 22 | Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification (b) Random Rubble Masonry (RCD S.O.R. N0-12.07(B)) |
| 23 | Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications A. Random Rubble Masonry (RCD S.O.R. N0-13.04(A)) |
| 24 | Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification (B) RCC Grade M25 (RCD S.O.R. N0-14.01 (B) i (P)) |
| 25 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications (RCD S.O.R. N0-14.04) |
| 26 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications A. PCC Grade M20 (RCD S.O.R. N0-13.05(B)(P)) |
| 27 | a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (RCD S.O.R. N0-14.02) |
| 28 | Brick masnory work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and technical specifications (RCD S.O.R. N0-13.01) |
| 29 | Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (RCD S.O.R. N0-13.08) |
| 30 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications (RCD S.O.R. N0-13.03) |
| 31 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A.Granular material(RCD S.O.R. No- 13.09((A)) |
| 32 | Add GST 18% |
| 33 | Add Labourcess 1% Please Enable Macros to View BoQ information |
