Widening and Strengthening of Raunahi Dyorhi Amaniganj Khandasa Haliyapur Road MDR and 05 year Maintenance work

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

Excavation for roadwork in soil with hydraulic excavator 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.

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

Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.Using Grader.

Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.

Providing and applying tack coat VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bitumenous surface cleaned with mechanical broom.

Providing and laying dense graded bituminous macadam with higher capacity batch type HMP 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. 505 complete in all respects.

Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent 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 specification clause No. 507 complete in all respects

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

Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

Construction of Drain -Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Plain cement concrement 1:3:6 nominal mix in foundation with crushed aggregate 40 mm nominal size mechanically mixed,placed in foundation and compected by vibration including curing for 14 days.

Providing and laying reinforced cement concrete M 20 grade in superstructure as per drawing and technical specifications clauses 800, 1205.4 and 1205.5

Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202

Construction of HP Culvert-Excavation in foundations in ordinary soil (Loam clay or sand) including lift upto 1.5m. (5fts.) and lead upto 30m. (100fts.) & including filling, watering and 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-incharges upto a distance of 30m. (100 fts.) from the foundation trenches.

Providing and laying Cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors.

First Class brick work in 1 : 3 cement and course sand in foundation and plinth including supply of all materials, labour and T & P etc. required for proper completion of the work. As per SI no 305(b)

Ruled pointing in 1:3 cement and fine sand mortar on brick work including supply of all materials, labour and T and P etc Requuired for proper completion of work as per S.I No. 574.

Plaster 12 mm thick in 1:3 cement & coarse sand mortar for proper completion of work. SI No-583

Supply & laying of 600mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.

Supply & laying of 350 mm dia NP3 hume pipe including fixing of collar with 1:2 cement mortar.

Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete an 900mm

Laying Reinforced cement concrete pipe NP3/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete an1000mm

Earth-work Excavation in trenches for foundations pipes, cable etc,(Loan clay or sand) including lift upto 1.5m lead upto 50m. And dressing of sides and ramming of bottom and disposal of surplus excavated earth as directed by the Engineer i/c within ahead of 30m.(Exetention)

Providing and laying Cement concrete 1:3:6 (1 cement : 3 fine sand : 6 graded brick aggregate 40 mm. nominal size) including supply of all materials, labour and T & P etc. required for proper completion of the work and curing complete, also including cost of formwork in foundation and floors. as per SI No. 281 Qty as per attached sheet

Class-150 brick work in 1:4Cement and Coarse sand of mortar infoundation and plinth including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

Class-150 brick work in 1;3 Cement and Coarse sand of mortar in Sub Structure including supply of all materials, labour and tools and plants,etc ,required for proper completion of the work.

R.C.C. M-20 work with cement approved coarse sand and 2 cm. (3/4") gauge approved stone ballast in the proportion of 1:1.5:3, 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.G.I. binding wire and including necessary centering and shutteringe etc. and also including supply of all materials, labour and T&P etc. required for proper completion of the work. Binding wire cost being included in the item.

Mild steel or iron in plan work such as reinforced concrete or reinforced brick work(When not included in an overall rates). Wrought to required shape as necessary including bending for proper completionof the work and including supply of steel its wastage bend hooks and authorised ovelapping shall be measured upto floor two level.

Supplying and laying one layer of tar felt or any other equivalent approved material at the junction of wall and roof of any place an roof as per direction of E/I including necessaryoverlap, giving a coat of approved mastic paint belowthe Tar felt and including supply of all materials , labour and tools and plants etc.Required for propercompletion of work fix as per standard.

Supply and fixing of 10cm internal Dia Ac Down pipes required for proper completion of work in weep holes.

Plain cement concrete. 1:3:6 mix with crushed stone aggregate 40mm nominal size mechanically mixed placed in foundation and compacted vibration i/c curing 14 days. SI No-280 Qty as per attached sheet

Struck Pointing on brick work with cement mortar 1:3 (1Cement :3 sand)

Road 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 75mm x 75 mm x 6mm firmly fixed to the ground by means of proporly designed foundation with M-15 grade cement conc. 45cm x 45cm x 60cm, 60 cm below ground level as per approved drawing.as per lucknow circle SOR rate.

Providing and fixing of retro refectories cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminum shting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45cm x 45cm x 60cm, 60 cm below ground level as per approved drawing.as per lucknow circle SOR rate.

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 75mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45cm x 45cm x 60cm, 60 cm below ground level as per approved drawing. as per lucknow circle SOR rate.

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 75mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45cm x 45cm x 60cm, 60 cm below ground level as per approved drawing. as per lucknow circle SOR rate.

Providing and fixing of retro refectories cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminum shting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45cm x 45cm x 60cm, 60 cm below ground level as per approved drawing. as per lucknow circle SOR rate.

Providing and fixing of retro refectories cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminum shting, 1.5 mm thick supported on a mild steel angle iron post 75mm x 75 mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement conc. 45cm x 45cm x 60cm, 60 cm below ground level as per approved drawing. as per lucknow circle SOR rate.

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 2m centre to centre 1.8 m 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 150 x 75 x 5 mm, 330mm long complete as per clause 810.

providing & laying of hot applied thermoplastic compound 5 mm thick including rectrorising glass beads @ 500 gms per sqm area, thickness of 5 mm is inclusive of surface applied glass beads as per IRC:35-2015.The finished surface to be level, uniform and free form streaks and holes. as per lucknow circle SOR rate.

providing & laying of hot applied thermoplastic compound 2.5 mm thick including rectrorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is inclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free form streaks and holes. Rates to be inclusive of all taxes, royalty, VAT etc and all T&P / machine material and labour required for proper completion of work. (MORT & H No 803)

Supply and direction of built-up overhead structures 12 m span comprising of two vertical post of 6 m high made up of 350 m N.B.class MS pipe as vertical member welded with 12 mm thick MS plate 900 X 900 mm at bottom and 10 MM thick 750 x 750 mm at top bearing of horizontal frame comprising of 50 MM N.B.made class Main pipe as of 32MM glass medium N.B. pipe bearing as per approved design paint complete the works i/c construction of RCC foundation of size 900 X 900 mm and 1.5 m deep for built-up overhead structure i/c earth work in excavation 100 MM thick lean concrete 1:2:8 cement coarse sand and 20 mm stone grit, i/c supply and grouting 32mm Dia foundation boalts in bracket 600 mm long) of engineer in charge

Supply, fixing & erection of built up Cantilever Structure 6 m span comprising of one vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dia heavy class M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant. The work includes construction of RCC Foundation of size 90x90M of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:4:8 cement coarse sand and 40 mm gauge stone ballast. RCC withand 1:2:4 cement coarse sand and 20 mm stone grit including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering. The lateral vertical clearances and complete.

Providing & fixing of reflective signs with a corrosion resistant 4 mm thick aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67:2010 retro reflective sheeting with MS angle frame of 35x3

Supplying and instalation of delinators (road way indicators, hazard markers, object marker) 80-100 cm. high above ground level, painted black and white in 15 cm. wide strips, fitted with 80x100 mm rectangular or 75 mm dia circular reflectorised panel at

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 1st year maintenance cost @ 0.00% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 2nd year maintenance cost @ 0.25% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 3rd year maintenance cost @ 0.50% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 4th year maintenance cost @ 0.75% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024

The routine maintenance of above road work including embankment,patri,pavement, road sides and cross drains, hume pipe culvert etc to the required standards and in the manner as defined in CB Condition and keep the entire road surface and structure in Defect free condition during the entire maintenance period which begins from the actual Completion Date and ends after five years.(including cost of material T&P labour but excluding GST) for 5th year maintenance cost @ 1.00% as per circular No-3689 C-OPRMC/Mool/23-24 Dt 17.02.2024