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| 1 | Clearing and grubbing road land including uprooting 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 material 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)and as per direction of Engineer-in-Charge. |
| 2 | Scarifying and removing existing Bituminous surface to the required depth and disposal of scarified material within all lifts and lead upto 1000metres, as per clause No. 305.4.3, 305.8, 305.9.6, 501.8.3.2,501.8.7.2,501.8.8.1 and 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, royalty etc. complete in all respectand as per direction of the Engineer-in-charge. |
| 3 | Reworking the scarified bituminous surface suitably after supplementing the base materials with sand and compacting finished surface as per approved drawing and technical specifications as per Section 900, Clause 501.8.3.2 and 501.8.8.1 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 4 | Excvation for Road workin soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers ,trimming buttom and side slopes inaccordance with requirements of lines ,grades,and cross sections ,transportong to the embankment location within all lifts and leadsupto 1000 mtr. as per Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 5 | Sand filling in Road work & CD works etc as per approved drawing and technical specifications as per Clause 304 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision) complete in all respect & as per direction of the Engineer-in-Charge. |
| 6 | Providing and laying Granular Sub-Base of Grade-IV materials in road crust using hard granite crusher broken material as per Table 400-1 spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density etc complete as per clause No. 401 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 7 | Providing and laying Granular Sub-Base of Grade-VI materials in road crust using hard granite crusher broken material as per Table 400-1 spreading in uniform layers with motor grader on prepared surface, mixing by mix inplace method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density etc complete as per clause No. 401 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport and Highways (5th Revision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 8 | 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 as per clause 406 of MORT&H specification for Road and Bridge works(5th Revision). |
| 9 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfce and spraying primer @ 0.6kg. per sqm.using mechanical broom as per Clause 502 of MORT&H Specification for Road & Bridge works (5th Revision.) |
| 10 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.2kg. per sqm.on prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MORT&H Specification for Road & Bridge works (5th Revision.) |
| 11 | Providing & laying 50 mm thick av. compacted Bituminous Macadam (Grading-II) using VG-30 Bitumen with Hot Mix Plant using crusher broken hard granite aggregates of specified grading premixed with bituminous binder @ 3.3 % by weight of total mix and filler, transporting the hot mix to works site, lying with 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 compacting as per Clause No. 504 and section 900 of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5thRevision) &including cost of all materials, labour, T&P,taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 12 | Providing and laying 25 mm thick av. compacted Semi Dense Bituminous Concrete (Grading-II) using VG-30 grade Bitumen and crusher broken hard granite aggregates of specified grading, premixed with bituminous binder @ 5.0 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paverfinisher 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 clause No.501, 508 and 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 direction of the Engineer-in-charge. |
| 13 | Providing and laying turfing with 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 with all lifts and leads and watering as per Section 900 and Clause No. 307 of specifications for road and bridge works of Ministry of Road Transport & Highways (5thRevision) & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 14 | Providing compacted granular materials by using moorum of approved quality in shoulder not exceeding 225mm watering and compacting to the required density in OMC with PRR as per approved drawing and technical specifications as per Section 900 and Clause 408 of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 15 | Construction of embankment with approval material obtained from barrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & including cost of all materials, labour, T&P, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 16 | Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflect rising 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 complete as per specification and direction of Engineer in charge |
| 17 | Providing and laying Reinforced Cement Concrete of Grade M-30in wearing coat including reinforcement complete as per drawing and technical specification using High Strength approved quality ofCement as per Section900,1000, 1500, 1600,1700,2300 and Clause No.2702 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 respectand as per direction of the Engineer-in-charge. |
| 18 | Providing dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregates conforming to I:S 383, the size of coarse aggregate not exceeding25mm , 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 trial length construction, concrete strength not be less than 10Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver and compacting with vibratory roller, finishing and curing as per approved drawing and specification as per Clause No.601 of MoRT&H Specifications for Road and Bridge works (5th Revision) including cost of all materials, labour, T&P, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 19 | Providing un-reinforced dowel jointed plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400kg/cum, coarse and fine aggregates conforming to I:S 383, maximum size of coarse aggregate not exceeding 25mm, mixed in batching and mixing plant as per approved mixed design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operationincluding provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, seleant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per approved drawing and technical specification as per Clause No.602 of MoRT&H Specifications for Road and Bridge works (5th Revision) including cost and conveyance of all materials and as per direction of Engineer-in-Charge |
| 20 | Providing & fixing RCC M-15 grade Ordinary Km. stonealong with reinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing and lettering, painting and technical specification as per Clause No. 805 & Section 1000, 1500, 1600, 1700 of Specification for Road & Bridge works of Ministry of Road Transport & Highways (5th Revision) & including cost of all materials, labour, T&P, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 21 | Km Stone |
| 22 | Hectometer stone (precast) |
| 23 | 5 Km stone |
| 24 | Providing and erecting a \"W\" metal beam crash barrier cmplrising of 3mm thick corrugated steel metal beam rail, 85 cm above road / ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground leve, all steel pars and fitments to be galvanished by hot dip process etc complete in all respects as fasteners and fixing etc. complete& including cost of all materials, labour, T&P,royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 25 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing& including cost of all materials, labour, T&P,royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 26 | Facility information sign board (800x600mm) |
| 27 | Circular 600 mm dia speed limit |
| 28 | Octagonal 900 mm height stop sign |
| 29 | Cautionary 900 mm tringular |
| 30 | Earth work in excavation infoundation within 50m initial lead and 1.50m initial lift as per drawing and technical specification, including setting out,dressing of section to correct line, level, grade & camber 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 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. |
| 31 | Providing and layingCement Concrete of grade M-15in Substructurewith 40mm size Crusher broken metal of approved qualityas per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregateconforming to Table 1000-1 with formwork as per Section900,1000,1500,1700, 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, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 32 | Providing and layingPlain cement concrete of grade M-15inSuperstructure CD / retaining wall / foundation work etc complete as per drawing and technical specification using HBG(Crusher broken) stone and using High Strength approved quality Cement and coarse granite aggregateconforming to Table 1000-1 with formwork as per Section900,1000,1500,1700, 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, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 33 | Providing, laying and fixing in position reinforced cement concrete 1000 mm dia NP-3 hume pipesfor culverts on first class bedding of granular materialsincluding pointing ends fixing collars with cement mortar 1:3 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,royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 34 | Providing filter material using gravel/stone crushed aggregateunderneath pitching in slopes as per approved drawing and technical specifications as per Section 900, 1000 & 2500 (Clause 2504.2.2) of MoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 35 | Rough stone dry packing in aprons and revetments, stone pitching in slopes and boulder apron etc with hard stone of size 30 cm and above and weighing not less than 40Kg as per approved 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, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 36 | Dismantling of Reinforced cement concrete from existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary and disposal of unserviceable materials etc as per direction of Engineer-in-Charge. |
| 37 | Cement Concrete work of (1:3:6) in foundation with 40mm downgrade black hard granite crusher broken stone metal including centering, shuttering, hoisting, laying, watering including all cost of materials, conveyance, labour, royalty etc. complete as per direction of Engineer-in-charge approved drawing and technical specification. |
| 38 | Providing and layingPlain Cement Concrete of grade M-15in Toewall work etc complete as per drawing and technical specification using High Strength approved quality Cement and coarse granite aggregateconforming to Table 1000-1 with formwork as per Section900,1000,1500,1700, 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, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge. |
| 39 | Straightening cutting, bending bent up or coiled rods, including cranking, hooking, welding or jointing the M.S. rods or tor steel of primary steel producers such as SAIL / Tiscon / RINL / JINDAL STEEL / SHYAM STEEL (Grade Fe-500D) confirming to I.S. 432 (Plain) and 1785 (Tor) steel and binding, tying the grills, hoisting, lowering and placing in proper position required for R.C.C. works including cost, conveyanceof M.S. rods or tor steel and binding wires of 18 to 20 gauge and cost of all labour with all T&P required for the work etc. complete as directed by the Engineer- in-Charge. |
| 40 | Providing Weep Holes with 100mm diameter A.C. Pipe in CD works and other structures as per Section.900, 2200 & Clause. 2706of specifications for Road and Bridge works of Ministry of Road Transport & Highways (5th Revision)& including cost of all materials, labour, T&P, royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 41 | RCC M-15 Grade in both side drain using 20mm and down grade size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge |
| 42 | RCC M-20 Grade in using 20mm and down grade size crusher broken Black hard granite stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works including cost, conveyance, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge |
| 43 | Wall |
| 44 | Slab |
| 45 | Carriage of excavated earth by mechanical means within a lead of 5Kms etc complete as per approved drawing and technical specifications as per Clause 305 and Section 900 of MORT&H Specifications for Road & Bridge works (5th Revision)complete in all respect & as per direction of the Engineer-in-Charge. |
