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| 1 | Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost of all labour, T&P etc. complete and as per direction of Engineer-in-charge. |
| 2 | Earth work in excavation in all kinds of soil for road works with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers as per drawing and technical specification, including setting out, dressing of section to correct line, level, grade & camber for road work or dressing of sides and bottom for foundation of structures and loading into tippers, transporting to embankment site within all lifts and lead upto 1000mtr. and utilising the surplus earth locally for road work wherever required, backfilling the excavation earth to the extent required etc complete in all respect as per clause 301 & 304 of Specification for road & bridge work of MORT&H (5th Revision) & Direction of Engineer in charge. |
| 3 | Construction of embankment with approved materials deposited at site from road-way cutting and other structures with all lifts and leads, graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specification for Road & Bridge works (5th Revision) & including cost of all labour, T&P, royalty etc. complete as per specification & direction of Engineer-in-charge. |
| 4 | Providing and laying Granular Sub-base with Grading-VI stone screening materials as per Table 400-1 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 401 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 |
| 5 | Providing Wet Mix Macadam using crushed stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 406 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 |
| 6 | Providing and applying primer coat with slow setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 502 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P etc complete and as per direction of Engineer-in-Charge |
| 7 | Providing and applying tack coat with rapid setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion using mechanical means as per approved drawing and technical specifications complete in all respect as per Section 900, Clause 501.5.2 & 503 of MoRT&H Specifications for Road & Bridge works (5th Revision) & including cost & conveyance of all materials, labour, T&P etc complete and as per direction of Engineer-in-Charge. |
| 8 | Providing and laying dense graded bituminous macadam using crushed stone of Grade-II aggregate with batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade (VG-30 Grade) @ 4.5 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 complete in all respects as per clause No. 505 & Section 900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per specification & direction of the Engineer-in-charge. |
| 9 | Providing and laying bituminous concrete using crushed stone of Grade-II aggregate with batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen (VG-30 grade) @ 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 complete in all respects as per Clause No.507 & Section 900 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) &including cost of all materials, labour, T&P, taxes, cess, royalty etc complete in all respect and as per specification & direction of the Engineer-in-charge. |
| 10 | Construction of embankment with approved materials obtained from borrow pits by mechanical means graded and compacted to meet requirement as per approved drawing and technical specifications complete in all respect as per Section 900 and clause 305 of MoRT&H Specification 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 |
| 11 | Providing and fixing pre-cast R.C.C. (1:2:4) kilometre stone as per I.R.C. design including finished smooth as per approved drawing and technical specification complete in all respect and as per specification & direction of Engineer-in-charge.a) 110 cm long ordinary Km Stone |
| 12 | Providing road marking with Hot Applied Thermoplastic Compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc. for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803.4 of MoRT&H specification for road and bridge work (5th Revision) & including cost of conveyance of all materials, labour, T&P etc. complete as per specification & direction of Engineer-in-charge. |
| 13 | Providing and fixing of bi-directional retro reflective raised pavement Markers of approved colour, quality & make conforming to ASTM D-4280 made from injection moulded high impact polymer including cleaning, preparation of surface and fixing at position with approved quality adhesives including all cost of labour, sudries T&P required for the work etc. complete as per clause 804 of specification for road & bridge works of MoRT&H (5th revision) & direction of Engineer-in-charge. |
| 14 | Providing and fixing of retro-reflectorised cautionary. mandatory and informatory sign as per IRC:67 made of Class-B Type-IV recto reflective sheeting fixed over 2mm thick alumunium sheeting, 3mm/4mm thick alumunium composite material sheet depending on the size of sign vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over back support frame of min 25x25x3 mm angle mounted on a mild steel cicular pipe 65 NB, 3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45cmx45cm x 60 cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge. The sign shall be maintained as per Section 12 of IRC-67.i) 90cm Equilateral triangle |
| 15 | ii) 80cm x 60 cm Rectangular |
| 16 | iii) 90cm x 45 cm Rectangular |
| 17 | iv) 60cm x 45 cm Rectangular |
| 18 | v) 60 cm circular |
| 19 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting fixed over alumunium sheeting 2mm thick or alumunium composite material sheet with overall thickness of 4mm vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) with area exceeding 0.9 Sqm fixed over back support frame of minimum 40x40x5 mm angle mounted on two nos of mild steel circular pipe 65NB, 3.2 mm thickness & 4.50mtr total height firmly fixed on ground by means of properly designed foundation with M-25 grade cement concrete 45x45x60cm, 60cm below ground level as per approved drawing including cost of all materials, labour, T&P, royalty etc complete in all respect and as per direction of the Engineer-in-charge.a) More than 0.90 Sqm |
| 20 | Providing, filling Clean Sand of approved quality in road work for construction of drainage layer and foundation trenches of structures 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, royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 21 | Providing and laying Plain cement concrete of grade M-15 in foundation as levelling course of CD works etc using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 including formwork as per Section 900,1000,1500, 1700, 2100, 2200 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.a) Foundation for Box Culvert Bed, Drain, Retaining wall |
| 22 | Providing and laying Plain cement concrete of grade M-15 in Sub-structure of CD works etc using 40mm to 10mm size crushed stone aggregates etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregate conforming to Table 1000-1 including formwork as per Section 900, 1000, 1500,1700, 2100, 2200 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.a) Sub-structure of Toe wall |
| 23 | Providing and laying R.C.C M-25 grade in foundation of CD works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge |
| 24 | Providing and laying R.C.C M-25 grade in sub-structure of CD works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge |
| 25 | Providing and laying R.C.C M-25 grade in super-structure of CD works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1700, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge |
| 26 | Providing and laying R.C.C M-30 grade in wearing coat including cost of steel reinforcement for finished item of work as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1600, 1700 & 2702 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 |
| 27 | Supplying, cutting, bending, binding, straightening, placing HYSD bars confirming to grade IS: 1786-(Fe-500) for steel reinforcement works for finished item of work as per approved drawing and technical specifications complete in all respect as per section 900,1000, 1600, 2100, 2200 & 2300 of MoRT&H specifications for Road & Bridge works (5th Revision) including cost & conveyance of all materials, labour, T&P etc complete and as per direction of Engineer-in-Charge. |
| 28 | Providing weep holes in abutment, wing wall, retaining wall toe wall and RCC drain etc with 100mm dia AC pipe as per approved drawing and technical specifications complete in all respect as per Section 900, 2200 & Clause 2706 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. |
| 29 | Providing and laying of filter media using 45 mm size crushed hard granite stone aggregates to the required thickness with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall and return wall of CD works to the full height compacted to a firm condition as per drawing and technical specifications complete in all respect satisfying the requirements laid down in Clause 2504.2.2 and Section 900 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. |
| 30 | Providing and fixing Drainage Spouts in deck slab with 1.00m long and 100 mm diameter G.I pipe for finished item of work as per approved drawing and technical specifications complete in all respect as per section 2700 & Clause 2705 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 31 | Providing & fixing in position RCC Crash barrier monolithic with slab M-40 grade as per approved drawing and technical specifications as per clause 809, section 800 & 1000 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, royality & other taxes of materials, cost of labour, machinery, T&P etc complete and as per direction of Engineer-in-Charge. |
| 32 | Painting two coats with Synthetic Enamel Paint of approved quality and shade over a coat of primer (Red Oxide Primer) on any elevation, kerb, guard post and other structures etc for the finished item of work as per technical specifications complete in al lrespect as per Section 800 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 33 | Providing and laying R.C.C M-30 grade in base of drain works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P royalty etc complete and as per direction of Engineer-in-Charge. |
| 34 | Providing and laying R.C.C M-30 grade in wall of drain works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P royalty etc complete and as per direction of Engineer-in-Charge. |
| 35 | Providing and laying R.C.C M-30 grade in slab of drain works as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P royalty etc complete and as per direction of Engineer-in-Charge. |
| 36 | Providing and laying R.C.C M-30 grade in retaining wall of CD works etc as per approved drawing and technical specifications complete in all respect including formwork as per section 900, 1000, 1500, 1600, 1700, 2200, 2300 & 2700 of MoRT&H specifications for Road & Bride works (5th Revision) & including cost & conveyance of all materials, labour, T&P royalty etc complete and as per direction of Engineer-in-Charge. |
| 37 | Reinforced Cement Concrete M-35 grade (Using Branded Cement) bored cast-in-situ pile 1200mm diameter for bridges excluding cost of reinforcement steel complete including removal of excavated earth with all leads & lifts upto 1000mtr. as per drawing and technical specification as per Section 900, 1000, 1100 & 1700 of MORT&H Specifications for Road & Bridge works (5th Revision) including cost of all materials, centering and shuttering, cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge. |
| 38 | Supplying, fitting, fixing and placing in position 8mm thick Steel Liner plate as per approved drawing and technical specifications as per Section 1100, 1200 & 1900 of MoRT&H Specifications for Road & Bridge works (5th Revision) including cost, conveyance, taxes, cess,royalties of all materials, cost of all labour, T&P required for the work etc. complete as per specification & direction of Engineer-in-charge.a) Pile |
| 39 | Providing and laying Reinforced cement concrete of Grade M-35 (Using Branded Cement) excluding cost of reinforcement steel in Raft of Retaining wall etc complete as per drawing and technical specification using approved quality of cement and coarse granite aggregates conforming to Table 1000-1 with form work complete as per Section 900, 1000, 1100, 1500, 1700 & 2100 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision) and including cost of all material, labour, centering and shuttering, T&P, taxes, royalty, cess etc complete in all respect and as per approved design and direction of the Engineer-in-charge.a) Retaining Wall |
| 40 | Rough stone dry packing in aprons and revetments with hard granite stone of size 30 cm and above as per approved drawing and technical specifications complete in all respect as per Section 900, 1000 and 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. |
| 41 | 1st year Maintenancei) Maintenance like (Repair of Potholes, Cracking, Rutting, Bleeding, Edge Deformation, Corrugation and Shoving of pavement).ii) Repair of Embankment / Slope like (Repair to slope of Camber, Edge drop of Shoulder, Embankment Protection, Rain Cuts).iii) Repair of CD structure and Drain like (Vent clearance, Leak proof expansion Joint, Repair of Drainage Spouts, Desilting of Culverts and Drains, Repair of Parapet, crash Barrier).iv) Repair of Road Protection structures. along with all the emergency works following the extant guidelines and as per direction of the Engineer-in-Charge (E.I.C). No payment shall be made during the 1st year maintenance period.2nd year Maintenancei) Maintenance like (Repair of Potholes, Cracking, Rutting, Bleeding, Edge Deformation, Corrugation and Shoving of pavement).ii) Repair of Embankment / Slope like (Repair to slope of Camber, Edge drop of Shoulder, Embankment Protection, Rain Cuts).iii) Repair of CD structure and Drain like (Vent clearance, Leak proof expansion Joint, Repair of Drainage Spouts, Desilting of Culverts and Drains, Repair of Parapet, crash Barrier).iv) Repair of Road Protection structures. along with all the emergency works following the extant guidelines and as per direction of the Engineer-in-Charge (E.I.C). |
| 42 | 3rd year Maintenance i) Maintenance like (Repair of Potholes, Cracking, Rutting, Bleeding, Edge Deformation, Corrugation and Shoving of pavement).ii) Repair of Embankment / Slope like (Repair to slope of Camber, Edge drop of Shoulder, Embankment Protection, Rain Cuts).iii) Repair of CD structure and Drain like (Vent clearance, Leak proof expansion Joint, Repair of Drainage Spouts, Desilting of Culverts and Drains, Repair of Parapet, crash Barrier).iv) Repair of Road Protection structures. along with all the emergency works following the extant guidelines and as per direction of the Engineer-in-Charge (E.I.C). |
| 43 | 4th year Maintenancei) Maintenance like (Repair of Potholes, Cracking, Rutting, Bleeding, Edge Deformation, Corrugation and Shoving of pavement).ii) Repair of Embankment / Slope like (Repair to slope of Camber, Edge drop of Shoulder, Embankment Protection, Rain Cuts).iii) Repair of CD structure and Drain like (Vent clearance, Leak proof expansion Joint, Repair of Drainage Spouts, Desilting of Culverts and Drains, Repair of Parapet, crash Barrier).iv) Repair of Road Protection structures. along with all the emergency works following the extant guidelines and as per direction of the Engineer-in-Charge (E.I.C). |
| 44 | 5th year Maintenance i) Maintenance like (Repair of Potholes, Cracking, Rutting, Bleeding, Edge Deformation, Corrugation and Shoving of pavement).ii) Repair of Embankment / Slope like (Repair to slope of Camber, Edge drop of Shoulder, Embankment Protection, Rain Cuts).iii) Repair of CD structure and Drain like (Vent clearance, Leak proof expansion Joint, Repair of Drainage Spouts, Desilting of Culverts and Drains, Repair of Parapet, crash Barrier).iv) Repair of Road Protection structures.along with all the emergency works following the extant guidelines and as per direction of the Engineer-in-Charge (E.I.C). Please Enable Macros to View BoQ information |
