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| 1 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. |
| 2 | Excavation for road work in soil with hydraulic excavator of 0-90cum 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.As per MORTH specifications No.-301 |
| 3 | Construction of embankment with approved material deposited at site from road way cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of table 300.2. As per MORTH No-305 |
| 4 | Construction of Embankment with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacting to meet aggregement of table 300-2 (Cartage 5 Km.) |
| 5 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 6 | Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with machanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406 |
| 7 | Providing 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 to 1.00 kg/sqm using mechanical means. |
| 8 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 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. |
| 9 | Providing and applying tack coat with VG-10 using bitumen pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H Clause 503 |
| 10 | Providing and laying bituminous concreate Gr-IIwith batch type hot mix plant producing an average outpur of 75 tonne per hour 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 Morth Specification clause 509 complete in all respects. |
| 11 | Construction of Sub Grade and earthen shoulders with approved material obtaiened from borrow pits with all lifts and leads transporting to site spreading grading to required slope and compacted to meet requirement of table no 300-2 (E/w Patri) (Cartage 5 Km.) |
| 12 | Providing laying, spreading and compacting graded stone aggregate to wet mix macadam specification inlcuding premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with machanical paver in sub-base/base course on wall prepared surface and compacting with vibratory roller to achieve the desired density. As per MOR&TH specification No. 406 |
| 13 | 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 (M-35 Grade) |
| 14 | Dismantling brick work or stone work in lime or cement mortar and including stacking of materials as directed by the Engineer-in-charge within a distance of 60metres. |
| 15 | Dismantling reinforced cement concrete or reinforced brick work including stacking of dismantled materials as directed by the Engineer-in-charge within a distance iof 60metres. |
| 16 | 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. As per Clause 304 |
| 17 | Sand (Ken River Fine sand) Filling in Foundation Trenches including cost of material, labour, T&P etc complete as per Drawing & Technical Specification |
| 18 | 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. |
| 19 | Plain/Reinforced Cement Concrete with (40mm Stone Ballast+20mm Stone Grit+10 mm Stone grit ) in Open Foundation complete as per Drawing and Technical Specifications. |
| 20 | Laying (First Class) bedding on well compacted sand, Moorum or approved granular material as per Clause 1105 (ii) Type B (First Class) Bedding as per Data Book Item No. 9.2 (ii) |
| 21 | Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications |
| 22 | Providing and laying reinforced concrete pipe NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 but excuding excavation protrction work, backfilling, concrete and masonary works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B) |
| 23 | Providing and laying reinforced concrete pipe 600mm dia NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 but excuding excavation protrction work, backfilling, concrete and masonary works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B) |
| 24 | Providing and laying reinforced concrete pipe 350mm dia NP3 in single row for culverts on 'Type A' (Concrete cradle) bedding with M 15 grade cement concrete including fixing coller with cement mortar 1:2 but excuding excavation protrction work, backfilling, concrete and masonary works in head walls and parapets clause 1106 as per Data Book item No. 9.3 (B) |
| 25 | Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications |
| 26 | Plain/Reinforced Cement Concrete with (40mm Stone Ballast+20mm Stone Grit+10 mm Stone grit ) in Open Foundation complete as per Drawing and Technical Specifications. As per SI No-12.8 Ref No-1500, 1700 & 2100 RCC M-35 |
| 27 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. |
| 28 | Plain/Reinforced Cement Concrete with (40mm Stone Ballast+20mm Stone Grit+10 mm Stone grit ) in Open Foundation complete as per Drawing and Technical Specifications. As per SI No-12.8 Ref No-1500, 1700 & 2100 PCC M-15 |
| 29 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 30 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. |
| 31 | Construction of Rummble Strips With BC Material including Tack coat. |
| 32 | Providing and laying of hot applied thermoplastic compound 5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 5mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes (Repeated bars) |
| 33 | Providing and laying of hot applied thermoplastic compound 15 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 5mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes. (5 mm thick three coat (Repeated bars) |
| 34 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 the finished surface to the level uniform and free streaks and holes. |
| 35 | Construction of Speed Table |
| 36 | Providing and erecting a ''W'' metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5 mm spaced 2m centre, 1.8m high 1.1m 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 150x75x5mm, 330mm long complete as per clause 810. As per SOR Item No 27 |
| 37 | Maintenance of widening & strengthening work including crack sealing spot patching including restroration of rain cuts and dressing of side slop / berms making up of berms / shoulders maintenance of drain, maintenance of culvert, maintenance of guard rails and parapet, maintenance of road sign, speed breakers standing tree at adjacent of road wherever required maintenance of 200m stone (Hectometre) and kilometer stones, cutting of branches of trees, shrub and trimming of glass and weeds etc while washing of parapet including CD work, paiting of guard stones, refixing of displaced gaurd stone (As per Performance index Annexure-1) mentioned in GO No-17/2024/ sa-113/23-1-2024-23-1099/113 /2023 dated 16-01-2024 & E-in-C Letter No-3689/C-OPRMC / MUL-2023-24 dated 17-02-2024 subjected to approval from Govt. Maintenance of 1st Year after completion of work @ 0% of total cost of widening & strengthening work |
| 38 | Maintenance cost for 2nd Year @ 0.25 % cost of widening & strengthening work |
| 39 | Maintenance cost for 3rd Year @ 0.50 % cost of widening & strengthening work |
| 40 | Maintenance cost for 4th Year @ 0.75 % cost of widening & strengthening work |
| 41 | Maintenance cost for 5th Year @ 1.00 % cost of widening & strengthening work Please Enable Macros to View BoQ information |
