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| 1 | 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 earlier and 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 as per MoRTH Specification Clause 201. By Mechanical Means, In area of non-thorny jungle |
| 2 | Supply of readymade cold bituminous mixture for pothole patching in potholes in accordance with IRC:116-2014 specifications with IRC: 116-2014 spccifications with 5.6% MC- 800 Cut back Bitumen and suitable anti stripping agent with all lead and lift in 50 kg plastic lined sturdy bags complete in all respect as per direction of engincer-in- charge including all transportation, stacking & taxes etc |
| 3 | Placing and compacting readymade cold bituminous mixture in potholes duly prepared in accordance with IRC:116-2014 with Specifications with all lead and lift for placement at site complete in all respect as per Direction of Engineer-in-charge including all taxes etc. |
| 4 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. Ordinary soil upto 3M depth. |
| 5 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50m as per MoRTH Specification Clause 305.3 |
| 6 | Haulage of materials by tipper excluding cost of loading, unloading and stacking. lead of 10 km |
| 7 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means.For Grading-I Material (For All Rajasthan except Bikaner,Churu,Hanumangarh and Sri Ganganagar) |
| 8 | Maintenance of WBM road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per MoRTH specification Clause 404 |
| 9 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406.(For All Rajasthan except Bikaner,Churu,Hanumangarh and Sri Ganganagar) By Mechanical Means with all lead |
| 10 | Extra rate for carriage of mixed material additional lead from in item 4.2 and 4.6 Beyond 20th Km |
| 11 | Filling pot-holes and patch repairs with bituminous concrete, 40mm with removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, paintingof tackcoat on the sides and base of excavation as per Clause 503 back filling the pot holes with hot bituminous material using 60/70 grade bitumen @5.0% of total mix & mixed in hot mix plant 40-60 TPH capacity and carriage with all leadsasper clause509, compactingwith smoothwheel roller 8-10 tonne, trimming& finishing the surface to forma smooth continuous surface, all as per MoRTH specification Clause 3004.2 |
| 12 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification: Section 1500, 1700 & 2100 including form work at any level. P.C.C. grade M20 |
| 13 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104.including weepholes as per MORTH clause 2706 Random Rubble Masonry In 1:6 cement mortar |
| 14 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 15 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and MoRTH specification Clause 201 & 2800 |
| 16 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202. By Manual Means Bituminous Courses |
| 17 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 3.70 meter wide and 10 cm high for general traffic |
| 18 | Marking Centre Line and stop ines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8%glass beads laid on the road surface at temperature 160 \\"C with aspecial applicator machine complete with aspecial applicator machine complete with labour material and traffic diversion arrangements. |
| 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade two or more coats on new shade |
| 20 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801. Ordinary km stone Precast |
| 21 | Semi Reflective Traffic SignsProviding 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 grade of required shade and 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 Specifications. |
| 22 | Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 23 | Digging pits in ordinary soil and refilling the same with the excavated earth mixed with manure in the ratio of 2:1 by volume (2parts of stacked volume of earth after reduction by 20% 1 part of stacked volume of manure (Excl. GST) |
| 24 | Supply of Hazard Marker made out of 2mm thick M.S. sheet size 300x300x3mm framed with angle iron 25x25x3mm and fixed on channel posts 75x40x6mm and hold fast at bottom whole body is painted in white stoving enamel and 6Nos. , 5cm dia reflective sheet on white reflective back ground with additional border of 1.25 cm all arount it. |
| 25 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board Please Enable Macros to View BoQ information |
