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| 1 | ROAD WORK |
| 2 | 2.3.1.A Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness
In area of light jungle - By Manual Means
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| 3 | 3.6 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 4 | 3.15 Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres by Mechanical Means
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| 5 | 2.5.1.B Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately
Granular courses - By Manual Means
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| 6 | 3.19.2 Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction |
| 7 | 4.1.B.1 Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method |
| 8 | 4.12 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 |
| 9 | 5.1.a Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means |
| 10 | 5.2.b Providing and applying tack coat with bitumen emulsion (RS) using emulsionpressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared GranularSurface cleaned with mechanical broom. |
| 11 | 5.4.2aDense Graded Bituminous Macadam:- For Grading II (26.5 mm nominal size)Providing and laying dense graded bituminous macadam with 80-100 TPH HMPproducing an average output of 75 tonnes per hour using crushed aggregates ofspecified grading, premixed with a bituminous binder (VG 30) @ 4.0 to 4.5 percentby weight of total mix and filler, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the required grade, level, andalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve thedesired compaction as per MoRTH specification clause No. 505 complete in allrespects. |
| 12 | 5.2.aProviding and applying tack coat with bitumen emulsion( RS) using emulsionpressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminoussurface cleaned with mechanical broom. |
| 13 | 5.6.2.a Providing and laying bituminous concrete with 80-100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with a bituminous binder( NRMB) @ 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 MORTH specification clause No. 507 complete in all respects For Grading - II (13.2 mm Nominal Size) |
| 14 | 6.2 Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing |
| 15 | 12.8.BPlain/Reinforced Cement Concrete in Open Foundation complete as per Drawing andTechnical Specifications PCC Grade M20 (Without formwork) |
| 16 | OD278088/2025-2026 S/F Name board of size 75*60 cm . Installed in the Appropriate place visible to public made of Brick wall with Granite plaque should be inserted and Engraving Letters etc. complete as per the direction of deptl officers at site |
| 17 | SIDE WALL |
| 18 | 3.6 Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m |
| 19 | 12.4 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 |
| 20 | 12.8.B.1 Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications
PCC Grade M20
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| 21 | 12.40 Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications |
| 22 | ROAD SAFETY WORKS |
| 23 | 8.13 Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the 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. |
| 24 | 8.4.1 Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 90 cm equilateral triangle |
| 25 | 8.35 Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3
Road Markers/Road Stud with Lense Reflector :- |
| 26 | 55.10.1 Providing and erecting retro-reflectorised Object Hazard Marker 300mm x 900mm
Providing and erecting retro-reflectorised Object Hazard Marker sign with 07 years warranty, manufactured as per IRC 67 USING Type IV ASTM D 4956-09 micro prismatic retro reflective sheeting fixed over aluminium sheetig, 2 mm thick / aluminium composit material sheeting 4 mm thick with suitable back support frame and supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed 30cm above ground level by means of properly designed foundation with M 15 grade cement concrete 30cmx30x45cm, 45cm below ground level including painting all non-reflective faces with epoxy paint 2 coats over epoxy primer as per approved drawing and clause 801.
300 mm x 900 mm |
| 27 | 8.14.1 Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th Kilometrestone ( precast) |
| 28 | 8.14.3 Reinforced cement concrete M15 grade Hectometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc Hectometer stone (precast) |
| 29 | Charges for Utility shifting - KSEB |
| 30 | Note :1 All materials, Items, Equipment shall be best branded items with IS and approved by client/KEL |
| 31 | 2:Rate should be inclusive of Insurance,Transportation, delivery and installation cost for all items |
| 32 | 3.Rate should be Exclusive of GST. |
| 33 | 4.Work should be executed as per DSR/PWD specification and direction of Engineer at site. |
| 34 | 5.CEMENT: Make use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 35 | 6.RCC: (Assessment of strength of concrete by Cube testing at Approved Govt labs as per IS) Cement make: Use Malabar cement only as per Govt. direction and in case of non availabilty of Malabar cement use Ultra Tech, Dalmia, Ramco or eq. brand in the order of preference. |
| 36 | 7.STEEL REINFORCEMENT: Make: Tata,Vaishak, SAIL, JSW or eq primary make in the order of preference |
| 37 | 8. STEEL WORK G.I.PIPE: Make: JINDAL, Tata or eq. primary make in the order of preference. |
| 38 | 9.GRANULAR SUB BASE: Quantity by level calculation & reporting to CTE as per norms |
| 39 | 10.BITUMINOUS MACADAM: Quantity by level calculation & reporting to CTE as per norms Please Enable Macros to View BoQ information |
