WIDENING AND STRENGTHENING WORK AT KAMASIN VEERA DANDO (ODR) ROAD IN KM. 1 TO 18(500 M.) IN DISTRICT BANDA

Amount

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.

Earth work in trench cutting in proper camber according to required depth for laying garnular sub base including rolling with road roller upto required M.D.D., dressing, cost of labour, T&P and hire charges of machinery etc. complete work as per

Construction of Granular sub base by providing coarse graded material, mixing in a place method at O.M.C. carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibtatory power roller to achive the desired density complete as per clause 401.

Providing laying, spreading and compacting graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixe material by tipper to site, laying 1% OPC cement and 3.5% Emlusion in uniform single layer on sub base/subgrade and compacting with the road roller to acheive the desire density.

Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as perClause 503

Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 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. 507 complete in all respects.

Providing and applying tack coat with V.G. 10 grade bitumen using emlusion pressure dristributor @ 0.30 kg. per sqm. on the prepared bituminous surface cleaned with machenical broom. As per MORT&H on wmm steblization as perClause 503

Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder as per job 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. 509 complete in all respects

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.

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 to be less than 150 kg/cum, optimum moisture content to be determined during traial 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 tonne vibratory roller, finishing and curing.

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 of slip form paver, spread, compacted and finished in a continuous operation inlcuding 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 compunt, finishing to lines and grades as per drawing. Clause 602

Construction of 450×300 mm 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)

Sand filling in plinth including supply of necessary quantity of sand from a distance not exceeding 8km (5 miles) from the side 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.

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. As per S.I. No.-281

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

Mild steel of iron in plain work such as reinforced concrete/ brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel, its wastage and hooks and authorised over lapping shall be measured.

Constrution of 2×4.00 M. Slab Culvert. Excavation in foundation in ordinary soil (Loam clay or sand) 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 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 4 cm gauge approved stone ballast, approved coarse sand, cement in the proportion 8:4:1 including supply of all materials, labour and tools and plants etc. required for proper completion of the work as per direction of the Engineer-in-charge (S.I.No. 279).

Class-150 brick work in 1:4 cement and fine sand of 1.25 fineness modulus mortar in foundation and plinth including supply of all materials, labour and tools and plants eyc. Required for proper completion of the work.

R.C.C. work with cement approved coarse sand and 2 cm. guage approved stone ballast in the propotion of 1 : 1.5 : 3 in bed of causeway excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I. bind As Per SI No. 283

Mild steel or iron wirk in plain work such as reinforced. Concrete or brick work (When not included in an over all rates) Wrought to required shape as necessary including binding for proper completion of the work and including supply of all steel wastage and over laping and hooks.

Cement concrete with 20mm (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. As per S.I. 279(a).

12 mm thick plaster on brick work not less than 10mm with cement mortar in proportion 1:4 cement and fine sand of 1.25 F.M. including cost of all matetials labour, T& P etc. required completion of the work as per direction of the Engineer-in-charge SI.No. 584

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)

Providing weep holes with 75mm dia PVC pipe complete Material Rate Chapter-1 As Per SI No. 36(33)

Earthwork in ordinary soil for cushion with approved material obtained from road side land or borrow pits with a lift upto 1.5 m and lead upto 30 m, spreading in layers bringing to appropriate moisture content and mechanically compacted with static rol

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

M/s R And C Infraengineers Private Limited

Dev Yash Projects and Infrastructure Pvt. Ltd.