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| 1 | Trimming grass and weeds removal of rubbish up to a distance of 30 m outside the periphey of the area as per Technical Specification Clause 201.1of MoRD specification for Rural roadsand as per the direction of the Engineer-in-charge. |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlierand disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness etc. complete as per specification and direction of the Engineering in charge. |
| 3 | Flank dressing to proper camber etc. complete as per direction of the Engineer in Charge |
| 4 | Construction of embakment with approved materials obtained from borrow pits with all leads and lifts transporting to site by mechanical meansspreading grading to required slope compacting to meet the requirements of table 300.2 and clause 305 of MOSRTH specification for road and bridge works (4th revision) and as per the direction of the Engineer-in-charge. |
| 5 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broomas per the direction of the Engineer-in-charge |
| 6 | Providing and laying Bituminous Macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504 and as per the direction of the Engineer-in-charge. |
| 7 | Providing and laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compactionas per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision) as per specification and direction of Engineer -in –charge. |
| 8 | Conveying from stacks and spreading moorum on road surface to proper thickness and camber for topping including cost and carriage of materials etc.complete as per direction of Engineer in charge |
| 9 | Supplying fitting fixing of road signboard made out of 3mm thick alluminium comosite material (ACM)sheet duly coated one side loaded with pressure sensitive encapsulated lens type high intensive grade retro-reflective sheeting complete as per MoRTH technical specification clause 801.3 and IRC-67/2001 WITH ANGLE IRON FRAME 65MMx65mmx6mm fixed with single angleiron post as per specification including application of two coats of enamel paint of approved quality in tr form of checks white and black over the posts ,fixed with M-15 grade cement concrete base of 300mm dia 600mm depth size of each postas per approved drawing including cost,conveyance,royalty & taxes of all materials,labour,T&Petc,complete as per direction of E-I-C. |
| 10 | 1.20m X 0.90mRectangular |
| 11 | 0.75m X0.45m Rectangular |
| 12 | Earthwork in excavation for foundation of structures in ordinary soil upto 3 m depth as per drawing and technical specification Clause 305 & 1104 of MORD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious |
| 13 | Supplying filling in foundation and plinth with sand including watering ramming, cost, conveyance, royalties and all taxes of materials and cost of labour with T&P required for the work etc. complete(measurement will be taken on finished section onlyas directed by the Engineer-in-charge |
| 14 | Cement concrete 1:3:6 with 4cm size hand broken hard granite metal of approved quality, from approved quarry including hoisting, lowering and laying in position in layers not exceeding 15 cm thick with proper packing and ramming by means of vibrator to proper slope and level including curing, dewatering, shoring shuttering if necessary at the time of laying concrete with cost, conveyance, royalty and taxes of all materials required for the work including supplying and working of pumps and all other materials required for the work, T&P articles finishing the exposed surface smooth, providing grooves and beads where necessary etc complete in all respects as per clause 800,900,1200 & 1800 of MoRD Specification for Rural Roads (1st Revision). & as per the direction of the Engineer-in Charge . |
| 15 | Foundation |
| 16 | Substructure |
| 17 | Providing cement concrete (1:1½:3) mix with nominal size stone aggregate in foundation upto a depth of 1.5m below ground level & upto bed level including cost & conveyance of all materials to site & all labour charges complete as per direction of the Engineering - in - charge |
| 18 | Maintenace of raod signs by way of cleaning and repainting of mandatory / regulatory / cautionary / informatory and place indentification sign board as per drawings and technical specification Clause 1910. |
| 19 | Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and5th km stone as per drawing and technical specification Clause 1912 |
| 20 | Maintenance of Hume pipe Culvert by way ofClearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 . |
| 21 | Reinforced cement concrete M 15 grade kilometre stone of standard design as per IRC : 8 fixing in position including painting and printing etc as per drawing andas per the direction of the Engineer-in-charge. |
| 22 | Ordinary kilometer stone |
| 23 | 200 mm stone |
| 24 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering gradeand colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and as per the direction of the Engineer-in-charge. |
| 25 | 900mm equilateral tringle |
| 26 | 600mmX450mm Rectangle |
| 27 | 600 mm Circle |
| 28 | 600 mm Equilaterial tringle |
| 29 | Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing andas per the direction of the Engineer-in-charge. |
| 30 | New Construction |
| 31 | Water proofing cement base painting two coats with approved paint inclusive of cost of all material, labour and T&P etc. complete and as per the direction of the Engineer-in-charge. |
| 32 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification as per section 600,700,&1200 of MoRD |
