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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 Gr-1 with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.00 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 (A) 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 | Supply of Retro Reflective Sign Board size 600x900mm made of 2mm alloy aluminium sheet and 4mm thick APC sheet fully covered with intensity retro reflective sheet having approved massage fully proceed by AVERY DENSION CO (U.S.A.) equivalent equipment as per specified brand back of aluminium sheet will be provided frame 35x35x5mm angle iron aluminium sheet painted with two coat smoke grey or sky blue paint leg 75x40mm channel 3 mtr long complete.(Informatory Board) |
| 37 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (30cmx90cm rectangular Hazard Marker) |
| 38 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (50cmx60cm rectangular Double Chevron) |
| 39 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (60cm circular Maximum Speed Limit Board) |
| 40 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (75cm hight octagonal Stop Board) |
| 41 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. (60 cm equilaterial triangle Curve Board/Intersection) |
| 42 | 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 |
| 43 | Supply and fixing and Erection of built up overhead structure 12m-15m, span comprising of two vertical post 6mtr height made up to 300mm N.B. Heavy class M.S. Pipe as vertical welded with 10mm M.S. Plate at top & 12mm MS Plate at bottom. The Horizontal truss shall comprise of 50mm dia heavy class M.S. Pipe and 40mm dia heavy MS Pipe as bracing and 10mm MS plate at bottom for fixing to vertical post per structure desing and dwaring with one of steel primer and two coats of synthetic enamel paint. The Work including construction at RCC foundation of ste 0.90x0.90mm of required depth as per site condition for built up structure including earth work in excavation 100mm thick layer concrete in 1:4:8 (Cement coarse sand and 40mm GSB) R.C.C. with 1:2:4 (Cement coarse sand and 20mm stone grit) including supply and fixing of 28mm dia foundation bolts 800mm long as per provision of structure desing including cost of reinforcement & structuring the lateral vertical clearance complete |
| 44 | Supply of reflection sign board made out of 2mm thick aluminium sheet face to be fully covered with heat activated high intensity grade encapsulated lens type Retro Reflective Sheetng as per colour required. The retro Reflective sheet shal be procesed on base aluminum subtract by heat lamp vaccum aoolicator signs, letters and symbol shall be cut be computerised cutting machine and fabricated cut of high intensity grade sheeting/screen printing. Board are to supplied along with back supported angle iron frame of 35x35x5mm back side of the aluminium sheet shall be painted with stove enamel process. |
| 45 | Supply fixing and Erection of built up cantilever structure 2.40m span comprising of one vertical posts 7.30 mtr height made up to 150mm NB medium class MS Pipe as vertical member welded with 10mm MS Plate at top & 10mm MS Plate at bottom, fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel paint and the retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime colour and luminance shrinkage, flexibility, line removal adhesion, impact resistance specular gloss and fungus resistance 3 years outdoor weathering and its having passed these tests shall be obtained from international / Government laboratory institute by the manufacture in aboard alternatively a certificate conforming to ASTM specification (D 4956-09) on artifical accelerated weathering requirement from a reputed labouratory in india can be accepted provisionally in such a situation the Employer / Client if so desire could seek for a performance guarantee which would be released after receipt of certificate meeting te requirement of three years outdoor weathering of the sheeting as per IRC 67:2012, Legends, letters numerals and borders etc should be as per MORTH specification No-801.3.7. The work includes construction of RCC Foundation of Size 0.60x0.60x1.20m of required depth as per site condition for built up structure including earth work in excavation 100mm thick Lean Concrete 1 : 3 : 6 cement coarse sand and 40mm gauge stone ballast RCC M25 including supply and fixing of 25mm dia foundation bolts 600mm long as per provision of structure design including cost of reinforcement and shuttering. The Lateral vertical clearances and complete installation work shall be as per relevant clauses of MoRT&H specification section 800 and IRC 67 2012 complete in all respect. The Rates shall includes cost of design fabrication, supply transportation, local shifting Erection of signage structure using crane inclusive of all taxes etc all T&P machine, material and labour required for proper completion of work as per direction of E/C |
| 46 | Supply & Fixing of Road Stud (Cat eye) Type Z-ASTMD-4956-04 Avery Dennison/3-M (USA MAKE) consisting of ASA plastic housing fitted with tighty adherent ploiting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all tax. As Per Lucknow SOR Sr. No-5 & MoRT&H-804(8.35) |
| 47 | 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 |
| 48 | Maintenance cost for 2nd Year @ 0.25 % cost of widening & strengthening work |
| 49 | Maintenance cost for 3rd Year @ 0.50 % cost of widening & strengthening work |
| 50 | Maintenance cost for 4th Year @ 0.75 % cost of widening & strengthening work |
| 51 | Maintenance cost for 5th Year @ 1.00 % cost of widening & strengthening work Please Enable Macros to View BoQ information |
