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| 1 | Excavation for road works in 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 leads upto 1000 mtr. as per Clause 301 of MoRT&H Specifications for Road & Bridge works (5th Revision)and as per direction of Engineer-in-Charge. |
| 2 | Loosening, leveling and compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm. mixed with water of OMC and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction and clause 305 of MORT&H specification for Road & Bridge works(5th Revision) etc complete as directed by the Engineer in charge |
| 3 | Construction of embankment with approved material deposited at site from roadway cutting with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision). |
| 4 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5 km. spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MORT&H specifications for Road & Bridge works(5th Revision). |
| 5 | Construction of granular sub-base by providing close graded Granular sub-base Grading-VI materialsas per table 400-I, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MORT&H Specification for Road & Bridge works (5th Revision) as directed by the Engineer in charge |
| 6 | Providing, laying, spreading and compacting graded stone aggregate to Wet mix macadam specificationincluding all cost, conveyance of materials with cost of all labour, T&P etc. 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). |
| 7 | 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.) |
| 8 | 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.) |
| 9 | Providing and laying Dense graded Bituminous Macadam (Grading-II) with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binderand 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 & 900 complete in all respects. |
| 10 | Providing and laying Bituminous Concrete (Grading-II) with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binderand 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 & 900 complete in all respects |
| 11 | Filling foundation and plinth with good quality river sand, well watered and rammed includingcost, conveyance, royalty and taxes ofmaterials, labour with T&P required for the work etc. complete as per specification & direction oftheEngineer-in-charge |
| 12 | Cement concrete (1:3:6) in foundation and plinth using 4cm size hard crusher broken granite stone metal of approved quality and from approved quarry including lowering, laying concrete watering, curing etc, complete to required levels laid in layers not exceeding 0’-6” thick including cost, conveyances, royalties, taxes of all materials and cost of all labour with T&P required for the work etc, complete as per specification & direction of the Engineer-in-charge |
| 13 | PCC M-15 Grade using 40mm 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 of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Levelling Course |
| 14 | PCC M-20 Grade using 40mm 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 of all materials, cost of all labour, T&P, cost of all materials etc. complete as per direction and specification of Engineer-in-charge Levelling Course |
| 15 | R.C.C work of M-20 gradewith 20 mm and down grade blackhard granite (Crusher Broken) stone chipsmixed by concrete mixer, laying in layers and compacting by vibrator & all leads , lifts including frame works ,cost, conveyances of all materials, cost of labour, T &P etc. completeas per directionand specification of Engineer-in-large.Foundation(Drain Base) |
| 16 | Sub-structure(Drain Wall) |
| 17 | Drain Slab |
| 18 | Providing Fe-500 HYSD reinforcement (SAIL/RINL/TATA/JINDAL STEEL/SHYAM STEEL) for RCC works including bending, binding & placing in position as specification of Drawing & design including cost, conveyances of all materials, cost of labour, T &P etc. completeas per directionand specification of Engineer-in-large . |
| 19 | Gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifications as per Section 900, 1000 & 2500 of MoRT&H Specifications forRoad & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 20 | 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 inclulding all cost,conveyanceof materials with cost of all labour T&P etc. as per approved drawing and Section 900, 1000 & 2500 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 |
| 21 | Providing weep holes in Plain/ reinforced concrete abutment, wing wall/ return wall with 100mm dia A.C.Pipe, extending through the full width of the structure with slope of 1V:20H Complete as per drawing and Technical specifications etc. complete with cost, conveyance, taxes, royalties of all materials, cost of all labour,T&P, sundries etc. complete as per specification and direction of the Engineer-in-charge |
| 22 | Providing, laying and fixing in position reinforced cement concrete NP4 hume pipes for culverts on first class bedding of granular materials including 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, taxes, royalty etc complete in all respect and as per direction of the Engineer-in-charge 1000mm dia |
| 23 | Providing & fixing RCC M-15 in Hectometer stone, 5th Km. stone and Ordinary Km. stone etc along with reinforcement complete as per drawing as per IRC -25 / 1967 & IRC-8-1980 fixed in position including finishing andlettering, painting and technical specification as per Clause No. 804 & 806 and Section 1000, 1500, 1600, 1700, 2300 of Specification for Road & 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.200 mtr. stone |
| 24 | Ordinary Kilometre Stone |
| 25 | 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 |
| 26 | Providing and fixing of road stud 100x100mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30mm upto a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973 |
| 27 | Painting two coatswith synthetic enamel paint in all shades on new plastered concrete surfacesincluding cost, conveyance of all materials, cost of all labour, T&P, etc. complete as per direction and specification of Engineer-in-charge. |
| 28 | 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 and Highways (5th Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cmx45cmx60cm, 60cm below ground level as per approved drawing and including cost of all materials, labour, TandP, taxes, royalty etc complete in all respect and as per direction of the Engineer in charge.Facility Information sign(800 mmx600 mm) |
| 29 | 600 mm x450 mm rectangular |
| 30 | Cautionary Sign 900 mm Triangular |
| 31 | Mandatory Sign 600 mm circular |
| 32 | 900 mm high octagon |
| 33 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408 |
| 34 | Providing of 80 mm thick factory made cement concrete interlocking paver block of M-30 grade and approved make,varity colour and size made by block making machine with strong vibratory compection of approved design and shape ,laid in required colour and pattern over 50mm thick compected bed of coarse sand ,filling the joints with fine sand etc,all T&P etc complete as per direction of Engineer- in-charge. |
| 35 | Back filling behind abutment, wing wall and return wal complete as per drawing and Technical Specification. |
| 36 | Filling Foundation & plinth with excavated earth including all cost, conveyance, T&P, labour required for the work etc. complete as per specification and direction of Engineer in charge. |
