Construction of Bridge over River sono at 1.750 k.m on Udambara to Mohamtypada road in the District of Balasore for the year 2024-25

Earthwork in excavation for bridge works in all kinds of soil, by mechanical means & utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect as per approved drawing and technical specifications Section 900 and Clause 301 & 304 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of the Engineer-in-Charge.

Providing, fitting, fixing and placing in position steel cutting edge including cost of steel etc required as per approved drawing and technical specifications Section 1200 & 1900 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

Providing all machineries, labour, T&P & sinking of single circular well specified external diameter through all types of soil / rock as specified below as shown against each case complete as per drawing & technical specification section 1200 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Enginer-in charge. (Depth of sinking is reckoned from the bed level. In all kinds of soil, Upto 10.00m depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

11th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

12th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

13th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

14th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

15th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

16th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

17th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

18th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

19th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

20th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

21th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

22 th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

23th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

24th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

25th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

26 th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

27 th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

28 th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

29 th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

30 th Sucessive depth, 7.5m dia well (Abutment)

6.50m dia well (Pier)

31 th Sucessive depth, 7.5m dia well (Abutment)

32 th Sucessive depth, 7.5m dia well (Abutment)

33 th Sucessive depth, 7.5m dia well (Abutment)

34 th Sucessive depth, 7.5m dia well (Abutment)

Providing PCC of grade M-15 with 10% extra cement for bottom plugging of abutment & pier wells as per approved drawing and technical specifications as per Section-900, 1000, 1200 & 1700 of MoRT&H specifications for Road & Bridge works (5th Revision)and as per direction of the Engineer-in-charge.

Providing PCC of grade M-15 for top plugging of abutment and pier wells as per approved drawing and technical specifications as per section-900, 1000, 1200 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

Providing RCC of grade M-25 concrete in the structures specified below as per approved drawing and technical specifications as per Section 900, 1000, 1200, 1500, 1700,2200 & 2700 of Ministry of Road Transport & Highways (5th Revision) & and as per direction of the Engineer-in-charge. Well Curb

Well Steining

Providing RCC of grade M-30 in the structures specified below as per approved drawing and technical specifications as per Section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge. Aburtment & Pier Shaft

Well cap

Aburtment & Pier cap

Dirt wall

Super structure

Aprproach slab

Providing & construction of R.C.C of grade of M 40 in rigid crash barrier including cost of all materials, labour charges , machinaries, T & P, centering and shuttering, as per approved drawing and technical specification section 900,1000,1600,1700 & 2700 (clause 2703) of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat & tack coat all complete as per clause 501, 502, 503 & 516 of MoRT&H Specification for road & bridge works (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each over tack coat etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge

Providing and laying Plain cement concrete of grade M-15 in protection wall /Toe wall/ HP/ Culvert and other structures as per approved drawing and technical specification complete in all respec as per Section 900,1000,1500,1700, 2100 & 2900 of MORT&H specifications for Road and Bridge works of (5th Revision) and as per direction of the Engineer-in-charge. In Foundation

In Sub-structure

Providing PCC of grade M-10 in foundation & below approach slab compacted by vibrator, providing groove & beads where necessary including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per section 2100 of MORT & H specification for Road & Bridge works (5th Revision) & as per direction of the Engineer-in Charge. Below approach Slab

Providing,Cutting, Bending, Binding, Straightening & Placing of HYSD bars of grade Fe 500 D confirming to I.S.1786-2008 in bridge works and other structural works etc as per drawing and technical specification and as per Section.900, 1000, 1100 1200, 1600,2100, 2200, 2300 & 2700 of specifications for Road and Bridge works of MORT & H (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.

Providing and laying of filter media/ metal spall backing in the rear side of retaining wall,abutment etc using hard broken granite stone aggregate of specified size to the required thickness with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment and retaining wall/ wing wall of bridge works etc to the full height compacted to a firm condition complete as per approved drawing and technical specifications as per Section 900 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providing & fixing of POT-PTFE bearing procured from approved manufacturer with test certificates as per specification provided in drawing at location with all accessories complete & fixing on piers in position with all materials, labour, tools, equipment for fixing as per drawings and technical specifications section 2000 & its relevant clauses & sub clauses of MoRT&H specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

Providing, fitting and fixing Madular strip seal expansion joints as per approved drawing and technical specifications Section 2600 of MORT & H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-charge.

Providing & Fixing drainage spout with 100mm dia GI pipe in deck slab with MS grating as per Clause-2705 under Section 2700 of MORT&H specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providing and applying two coats of Enamel paint over a coat of primer to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm including cost of painting , all materials, T&P required for the work complete for the finished item of work as per technical specifications as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providing weep holes in PCC/RCC structures such as abutments ,wing walls, protection walls of bridge work and retaining wall etc with 100mm dia A.C./PVC pipe as per approved drawing and technical specifications as per Section 2200 & 2700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providing Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron of CD works etc with hard granite stone of size 30cm (minimum) and above weighing not less than 40kg/each as per aprroved drawing and section 2500 (clause-2504) of specifications for road and bridge works of Ministry of Road Transport & Highways (5th revision) & including cost of all materials, labour, T & P , Royality etc complete in all respect and as per direction of the Engineer-In-Charge

Providing and fixing R.C.C. of grade M-20 in guard posts of 1200mm height and 15 cm diameter including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 800, 900, 1000, 1500, 1600 & 1700 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providing and filling clean sand of approved quality for construction of drainage layer and foundation trenches of structures filling in wells in uniform layers, watered and rammed/ compacted as per approved drawing and technical specifications complete in all respect as per Section 900, 2100 and Clause 401 & 304 of MoRT&H specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing & Construction of embankment in all kinds of soil with approved materials obtained from borrow pits with all lifts and leads transporting to site, spreading, grading to required slope and compacting to meet required density etc complete as per section 900 &Clause No.305 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. (By Mechanical means)

Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction & clause 305 of MoRTH specifications for road & bridge works(4th revision).

Providing & construction of Granular subbase by providing crushed stone close graded materials of Grade-III materials as per table 400-1, spreading in uniform layers on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory power roller to achieve the desired density complete as per Clause-401 of MoRT&H specifications for Roads & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providin, laying, spreading & compacting graded stone aggregate to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant/pugmill, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoRT&H specifications for road & bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providing and applying primer coat to prepared surface of granular base with slow setting bitumen emulsion (Grade S.S.-1) as per approved drawing and technical specifications Section 900 and Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of the Engineer-in-Charge.

Providing and applying tack coat on the prepared bituminous surface including cleaning with mechanical broom spraying @ 0.30kg/sqm with rapid setting bitumen emulsion (Grade R.S.-1) as per approved drawing and technical specifications as per Section 900 and Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge.

Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of viscosity grade bitumen of VG-30, transported to site, laid over previously prepared surface with hydrostatic paver finisher (with sensor control) to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 501.5.2 & 504 of MoRT&H Specifications for road and bridge works (5th Revision) as per direction of Engineer-in-Charge.

Providing and laying compacted Semi Dense Bituminous Concrete (Grading-II) with Batch type Hot Mix Plant using crushed stone aggregates of specified grading, premixed with bituminous binder of viscocity grade bitumen of VG-30, 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, vibtratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501 & 508 of MoRT&H Specifications for Road & Bridge works (4th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge.

Providing & back filling behind abutment, wing wall and return wall complete as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. Granular Material

Sandy Material

Providing, laying and fixing in position reinforced cement concrete NP3 hume pipes conforming to the requirement of IS-458 over cement concretecraddle bedding of PCC- M15 grade for culverts over prepared surface including pointing ends fixing collars with cement mortar 1:2 for finished item of work as per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P etc complete in all respect and as per direction of the Engineer-in-charge. 1000 mm dia

Providing and erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity prismatic grade sheeting as per ASTMD4956-09type-III and IV strictly conforming to clause 6.7of IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00mm thick as per clause 6.5.2 of IRC:67-2012 or A.C.P (Aluminium Composite Panel) used for sign boards with a thermo plastic core of blow density polythylene (LDPE) between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supported on mildsteel square post 80mmx80mmx3mm, 2nos and 5nos horizontal and 3no vertical extra supporting member of M.S pipe of size 50mmx50mmx3mm firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete 90cmx90cmx15cm, 150cm below ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T&P, excavation, curingetc. complete,under supervision of Engineer-In-Charge.Size-12'X8'(3657mm x 2438mm Rectangle)

Clearing grass & removal of rubbish on both sides of the road to facilitate widening berms , disposal of stuff including all labours , T&P article as per specification for road & bridge work.

Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of sods and watering as per technical specification.

Dismetalling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonary, cement concrete, wood work, steel work, including T&P and scaffolding whereever necessary, sorting the dismentalled material, disposal of unserviceable material and stacking the serviciable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.1

Please Enable Macros to View BoQ information