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| 1 | Bill No 1: Routine Maintenace for 60 monthsFrom Km. 20.150 to Km. 23.80 of NH 73- Rigid Pavement |
| 2 | From Km. 23.80 to Km. 24.05 of NH 73- Rigid Pavement |
| 3 | From Km. 24.05 to Km. 40.00 of NH 73- Flexible Pavement |
| 4 | BILL No - 02 :Rigid pavement Maintanance of Joints & grooves. Repair of spalled joint grooves of contraction joints, longitudinal joints and expansion joints in concrete pavements using epoxy mortar or epoxy concrete, including cost of all materials, all labour, lead, lifts, loading, unloading ,transporting,all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 5 | Repair of old joint sealant Removal of exisitng sealant and resealing of contracation, longitudinal and expansion joints in concrete pavements with fresh sealant material - 5mm thickness, including cost of all materials, all labour, lead, lifts, loading, unloading ,transporting,all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 6 | BILL No - 02: Road SafetyProviding 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 811, including cost of all materials, all labour, lead, lifts, loading, unloading ,transporting,all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 7 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, including cost of all materials, all labour, lead, lifts, loading, unloading ,transporting,all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 8 | BILL No - 02: RETAINING WALLEarthwork excavation for foundation structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work including all lead, lifts, labour, spreading, loading, unloading , transporting, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work I. Ordinary Soil, B. Mechanical means using hudraulic excavator |
| 9 | Providing and laying Plain/Reinforced Cement Concrete in open foundation using granite/trap/ basalt aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15 cms thick layers, as per drawing including cost of all materials, formwork, centering, vibrating, compaction, hire charges of machinery, lead, lifts, loading, unloading, curing, finishing the exposed faces, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work.A. PCC M 15 using 40mm and down size. |
| 10 | Providing and laying Plain/Reinforced Cement Concrete in open foundation using granite/trap/ basalt aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15 cms thick layers, as per drawing including cost of all materials, formwork, centering, vibrating, compaction, hire charges of machinery, lead, lifts, loading, unloading, transporting, stacking, curing, finishing the exposed faces all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. RCC M35 (using 20mm down size). |
| 11 | Providing & laying PCC / RCC M35mix in substructure as per drawing using granite/trap/basalt aggregates of 40/20mm and down size and clean sieved approved fine aggregates form work, scaffolding, mixing mechanically, laid in layers of 15cms thick in each layer, well compacted, centering, vibrating, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, curing, finishing the exposed faces etc., all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 12 | Providing TMT steel bar reinforcement confirming to IS-1786, in foundation including straightening of bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tyeing, lapping and/or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts , all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 13 | Providing TMT Steel bar reinforcement confirming to IS-1786, Fe-500 Grade designation in substructure including straightening of bars, cutting, bending, hooking, binding with binding wire after placing in position, tyeing, lapping and/or welding wherever required and anchoring members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour, lifts, loading, unloading, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 14 | Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing including cost of all materials, labour, lead, lifts, loading, unloading, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 15 | Providing and constructing RCC crash barrier M 40 grade including cost of centering as per approved Drawings including cost of all materials, labour, lead, lifts, loading, unloading, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 16 | Providing Weep Holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110 mm dia AC pipe, fixing in position in C.M. 1:3 wiht collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, labour, transportation, lead, lift, loading, unloading all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 17 | BILL No - 02: BREAST WALLEarthwork excavation for foundation structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work including all lead, lifts, labour, spreading, loading, unloading, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 18 | Providing and laying Plain/Reinforced Cement Concrete in open foundation using granite/trap/ basalt aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15 cms thick layers, as per drawing including cost of all materials, formwork, centering, vibrating, compaction, hire charges of machinery, lead, lifts, loading, unloading, curing, finishing the exposed faces, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work.A. PCC M 15 using 40mm and down size. |
| 19 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications, including formwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportation, stacking, finishing the exposed faces, etc., complete. PCC Grade M20 using batching plant transit mixer & Concrete pump, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 20 | Providing TMT Steel bar reinforcement confirming to IS-1786, Fe-500 Grade designation in substructure including straightening of bars, cutting, bending, hooking, binding with binding wire after placing in position, tyeing, lapping and/or welding wherever required and anchoring members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) incl'ng cost of all materials, bar bending charges, labour, lifts , all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 21 | Providing and laying of Filter media of Stone aggregate conforming to Technical Specifications Clause 2504.2.2 behind abutment, wing wall, retaining wall and return walls, complete as per drawing and including cost of all materials, all labour, lead, lifts, loading, unloading ,transporting, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 22 | Providing Weep Holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110 mm dia AC pipe, fixing in position in C.M. 1:3 wiht collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, labour, transportation, lead, lift, loading, unloading all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work.work.(B) using 110 mm dia PVC pipe. |
| 23 | BILL No - 02: Drain WorksEarthwork excavation for foundation structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for road work including all lead, lifts, labour, spreading etc., all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work.- a) Ordinary soil - Mechanical Means - Depth upto 3 m. |
| 24 | Providing and laying Plain/Reinforced Cement Concrete in open foundation using granite/trap/ basalt aggregates and clean sieved approved sand including mixing mechanically, laid in layers not exceeding 15 cms thick layers, as per drawing including cost of all materials, formwork, centering, vibrating, compaction, hire charges of machinery, lead, lifts, loading, unloading, curing, finishing the exposed faces etc., all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. PCC M15 grade. |
| 25 | Providing and laying Plain/Reinforced Cement Concrete in substructure as per drawing using granite/trap/ basalt aggregates of 40/20mm and down size and clean sieved approved sand form work, scaffolding, mixing mechanically, laid in layers of 15 cms thick in each layer, well compacted, centering, vibrating, including cost of all materials, labour, hire charges of machinery, lead, lifts, loading, unloading, curing, finishing the exposed faces etc., complete. as per specification and as directed by the Engineer incharge of work. RCC M25. |
| 26 | Providing TMT Steel bar reinforcement confirming to IS-1786, Fe-500 Grade designation in substructure including straightening of bars, cutting, bending, hooking, binding with binding wire after placing in position, tyeing, lapping and/or welding wherever required and anchoring members wherever necessary as per drawing (laps, hooks and wastages shall not be measured and paid) incl'ng cost of all materials, bar bending charges, labour, lifts etc., complete. as per specification and as directed by the Engineer incharge of work. |
| 27 | Providing Weep Holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110 mm dia AC pipe, fixing in position in C.M. 1:3 wiht collar and clamp extending through the full width of the structure with slope of 1V :20H towards drawing force as per drawing including cost of all materials, labour, transportation, lead, lift, loading, unloading, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work.(B) using 110 mm dia PVC pipe. |
| 28 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification. including cost of all labour, materials, compacted with plate compactor, usage charges of machinery, lead, lifts, loading, unloading, transporting,, stacking, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 29 | BILL No - 02: STREET LIGHT, ELECTRICAL Works - 10M Octogan Pole with Single arm Bracket and 150w LED Street Light. as per specification and as directed by the Engineer incharge of work. |
| 30 | BILL No - 03: PERIODICAL MAINTENANCE WORKSProviding and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 Kg per sqm on the prepared bituminous surface cleaned with mechanical broom, & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 31 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 grade paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @ 2% by weight of agregate, 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 including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting, all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work..Bituminous Concrete Grading-II. |
| 32 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffuc control,cost of all materials all labour, lead, lifts, loading, unloading transporting all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work.- 2.5mm thick. |
| 33 | Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. |
| 34 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-C Type XI retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.90 mtrs),3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. as per specification and as directed by the Engineer incharge of work.- a) 90cm Equilateral triangle |
| 35 | b) 90cm Circular |
| 36 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67, as per clauses including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting , all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work.chevron boards- 60cm x 50 cm Rectangular. |
| 37 | 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 to IRC-79 and the drawings, including cost of all materials all labour, lead, lifts, loading, unloading transporting , all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 38 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, including curing, cost of all materials all labour, lead, lifts, loading, unloading transporting all incidental charges etc., complete as per specification and as directed by the Engineer incharge of work. |
| 39 | BILL No. 4: EMERGENCY WORKS Machinery Backhoe-loader 1 Cum bucket capacity |
| 40 | Dozer - 175 HP |
| 41 | Front End loader 2.1 Cum bucket capacity |
| 42 | Hydraulic Excavator of 0.9 Cum bucket |
| 43 | Mortor Grader 3.35meter blade |
| 44 | Tipper 14 Cum |
| 45 | Water Tanker 12 Kl |
| 46 | Labour (Minimum Wages rates for the Year 2025-26-Employment in Building and Other Construction Works for Zone IV)Supervising Engineer/Diploma in Engineering Employee (Sl No 2) |
| 47 | Mason Class 1/ Supervisor |
| 48 | Mason 2 nd Class |
| 49 | Mazdoor Please Enable Macros to View BoQ information |
