Widening and strengthening Of Banda Baberu Kamasin Rajapur (SH-92) From Chainage 0.000 to 3.100 (Length-3.100 Km.) (Kalu Kuwan Chauraha to Palhri Bypass Four lane) (Including 5 Year Maintenance)

Amount

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)

Compaction of embankment with approved materials deposited at site from road way cutting (Trench Cutting) and excavation of foundation of other structure graded and compacted to meet requirement of table 300.2. As per MORTH No.-305 The Rate is Including Labour Cess.

Shifting of Excavated Earth up to 1 Km. for use in Embankment.

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 .

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

Providing, laying, and spreading of Graded stone aggregate (WMM) after mixig with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying including its stabilization with 1% OPC Cement and 3.5% Emulsion in uniform single layer on sub base/ subgrade and compaction with road roller to achieve the desire density.

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

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)

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

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)

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not less than 150 kg per cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. As per MORT&H Clause 601

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

Earth filling in patri in embankment with approved materials obtained from borrow pits with all lifts and leads transpoting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Lead-4km)

Construction of 1000×1000 mm U-Drain, Devider, Retainingwall & 2×5×4 M. Span R.C.C. Box Culvert. 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.

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.

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.

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)

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)

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.

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.

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

Plain/Reinforced Cement Concrete in foundation complete as per Drawing and Technical Specifications. RCC Grade M25

Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.RCC Grade M25

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.

P/L of 100 mm dia P.V.C. Pipe in Weap hole. Material Rate Chapter-1 As Per SI No. 36(31)

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)

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.

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

Providing of Joint Filler.

Dewatering of foundation by 5 BHP Diesel Pump Set.

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

Applying priming coat With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/steel works. As Per A.R.

Painting or Vernishing with Valls par or other approved, high graded enamel or superior synthetic clear varnish complete one coat over previously painted surface including supply of all materials, labour and tools and plants etc. completion of the work enamal or varnish to be used should confirm ISI IOS/106/133-1950. As Per A.R.

Construction of embankment with approved materials obtained from borrow pits with all lifts and leads transpoting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (Lead-3km)

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

Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Stop Sign Board

Supply and fixing of retroreflective high intensity informatory sign board/ cautionary sign board etc. As per MoRTH specification. Informatory Sign Board

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

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

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)

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)

Supply and Fixing HAZARD MARKER (RIGHT)

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 1 to 42 (Excluding G.S.T.) Maintainance of First Year (@ 0.00% of Total Work Amount of 1 to 42)

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 1 to 42 (Excluding G.S.T.) Maintainance of Second Year (@0.25% of Total Work Amount of 1 to 42)

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 1 to 42 (Excluding G.S.T.) Maintainance of Third Year (@0.50% of Total Work Amount of 1 to 42)

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 1 to 42 (Excluding G.S.T.) Maintainance of Fourth Year (@0.75% of Total Work Amount of 1 to 42)

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 1 to 42 (Excluding G.S.T.) Maintainance of Fifth Year (@1% of Total Work Amount of 1 to 42)

M/s Bundelkhand Construction Company (BID ID -4817112)