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| 1 | Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required Density, dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per MORTH Clause 301 (3.16) |
| 2 | Compaction of embankment with approved materials 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 |
| 3 | Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. As Per Specification No. 305(3.16) |
| 4 | 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 . |
| 5 | 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 mechanical 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 |
| 6 | Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.25 kg. per sqm. on the prepared WMM surface cleaned with mechanical broom. As per MORT&H as per Clause 503 |
| 7 | Providing and laying Dense Graded Bituminous Macadam with 100-120 tonne per hour capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 Percent 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. (Grade-I) |
| 8 | Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.20 kg. per sqm. on the prepared bituminous surface cleaned with mechenical broom. As per MORT&H as per Clause 503 |
| 9 | Providing and laying bituminous concrete with 100-120 tonne per hour 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 MORTH specificationclause No. 507 complete in all respects (Grade-II) |
| 10 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 310 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 As per MORT&H Clause 602 |
| 11 | Earth filling in patri in including rolling with road roller upto required M.D.D., dressing the surface to required level and slope & also including 1.50 m. lift and 30 m. lead, cost of labour, T&P and hire charges of machinery etc. complete work as per direction of Engineer-in-Charge. |
| 12 | Construction of Culvert, Retainingwall and U-Drain.Excavation in foundation in B.C soil including lift up to 15 meter and lead upto 30 m (100 ft) and including filling, watering & ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 M from the foundation trenches.(S.I.No. 251) |
| 13 | Excavation in foundation in balck cotton soil including lift upto 1.5 m. and lead upto 30 m. and including filling. Watering and raming of Excavated earth into the trenches or into the space between the building and the side of foundation, trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30 m. form the foundation trenches. |
| 14 | Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8 Km from the site of work & including watering, dressing etc. Rate to include cost of all materials, labour and tools & plants etc. required for proper completion of the work. (S.I.No. 255) |
| 15 | Cement concrete with 4cm (1/2\"\") gauge approved stone ballast, approved coarse sand. cement in the proportion 1:4:8 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. |
| 16 | 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. |
| 17 | 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. |
| 18 | Cement concrete with 2cm gauge approved stone ballast, approved coarse sand. cement in the proportion 1:2:4 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. |
| 19 | Cement concrete with 2cm (1/2\"\") gauge approved stone ballast, approved coarse sand. cement in the proportion 4:2:1 including supply of all materials,labour and tools and plants etc. required for proper completion of the work. but C.C. 1:1½:3 As Per SI No. 279(b) |
| 20 | RCC work with cement approved coarse sand and 2cm. (3/4\"\") gauge approved stone ballast in the proportion 1:2:4 in lintels of doors and windows, excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.I wire.and including necessary cantering and suttering etc and also including supply of all materials,labour and tools and plants etc. required for proper completion of the work. binding wire to be supplied by the contractor free of cost. As in Item (283) above but in RCC 1:1.5:3 As Per SI No. 288 |
| 21 | Plain/Reinforced Cement Concrete in foundation complete as per Drawing and Technical Specifications. RCC Grade M25 |
| 22 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.RCC Grade M25 |
| 23 | Mild steel or iron work of small sizes and sections such as holding down bolts, hold fasts, tierods, gratings, etc. (when not included in over all rates) wrought to required from excluding supply of steel bolts, nuts wastage etc and including their fixing required for proper completion of the work. |
| 24 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall return wall to the full hight, compacted to firm condition complete as per drawing and technical specification clause 1204.3.8 Per SOR Chapter 12 (12.11) |
| 25 | Random course Rubble massonary in 1:4 cement and fine sand mortar in foundation and plinth, including supply of all materials, labour & T&P etc. required for proper completion of the work. |
| 26 | Raised pointing with cement and fine sand of 1.25 fineness modulus mortar on brick work in proportion of 1:2 including supply of all materials, labour and tools and plants etc. required for proper completion of the work As Per SI No.-577 |
| 27 | Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 |
| 28 | Providing of Joint Filler. |
| 29 | Dewatering of foundation by 5 BHP Diesel Pump Set. |
| 30 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification clauses 617. 709, 1204.3.7 |
| 31 | Earth work in cutting or in embankment in ordinary soil, excavation to be in the form of regular pits not exceeding 1/2 meter (20\") in depth and earth work in embankment to be in 20 cm. (8\") layers, including ramming and dressing the surface to required levels and slopes and also including 1.50 meter (5ft.) lifts and 30.00 m. (100 ft.) lead. The earth from cutting to be used in making embankment or to be deposided as spoil banks within 30.00 meters (100 ft.) distance as directed by the Engineer in Charge. but cutting or embankment in black cotton soil in Bundelkhand areas requiring use of spcial T&P such as pick axes and subbals etc. As Per SI No. 253(b) |
| 32 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. |
| 33 | Providing and laying of hot appiled 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 streak and holes |
| 34 | Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Stop Sign Board |
| 35 | Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Informatory Sign Board |
| 36 | Supply and erection of direction and place identification retro reflctorised sign as per IRC 67 made of high intensity grade sheeting vede clause 801.30, fixed over aluminium sheeting, 2 mm. thick steel single angle iron post 75 x 75 x 6 mm. firmly fixed to the ground by means of properly designed fondation with M-15 grade cement concrete 45 x45 x 60 mm. 60 cm. below ground level as per approved drawing |
| 37 | Thermoplastic Marking of 300 mm wide and 15 mm height, at 1000 mm apart (one Set is of 6 Strips). 5 mm height is achieved through two applications of thermoplastic, applied at an interval not less than 1 hour after the previous layer gets solidified. (Repeated bars) MORTH-803(8.130)-Base |
| 38 | 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. (Zebra Line) MORTH-803(8.130) |
| 39 | Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. MORTH-805(8.150) |
| 40 | Supply and Fixing HAZARD MARKER (RIGHT) |
| 41 | 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 810 As per MoRTH-810 (8.23) |
| 42 | Over head reflective Sign board. |
| 43 | Providing & fixing of Reflective signs with a corrosion resistant 4 mm thick aluminium composite panel face to ce fully covered with High intensity prismatic sheeting type IV as per IRC 67:2010 retro reflective sheeting with MS angle frame of 35×3.00 |
| 44 | Supply & Fixing of Pavement maker (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. |
| 45 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting Type-IV vide clause 801.3, fixed over Aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of property designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 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, flexiblity, liner 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 manufacturer of the sheeting and in case the certificate is obtained from internationla condition.(IX) 155×60 cm Double chevron. |
| 46 | Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount BOQ (Excluding G.S.T.) Maintainance of First Year (@ 0.00% ) |
| 47 | Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount BOQ (Excluding G.S.T.) Maintainance of Second Year (@0.25%) |
| 48 | Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount BOQ (Excluding G.S.T.) Maintainance of Third Year (@0.50% ) |
| 49 | Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount BOQ (Excluding G.S.T.) Maintainance of Fourth Year (@0.75%) |
| 50 | Maintainance Charge including @ Earth Work, repair of painted surface, Earth Work on patri, Culvert, Road Furniture etc as per Direction of E/I for the period of Five Year from the actual completion of work. Total of Work Amount BOQ (Excluding G.S.T.) Maintainance of Fifth Year (@1% ) Please Enable Macros to View BoQ information |
