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| 1 | Clearing and grubbing road land including uptooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm, 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 1000 m including removal and disposalof top organic soil not exceeding 150 mm in thickness as per specification and direction of Engineer-in-charge. |
| 2 | Road-A |
| 3 | Road-B |
| 4 | Road-C |
| 5 | Road-D |
| 6 | Road-E |
| 7 | Road-F |
| 8 | Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to receive bituminous treatment as per specification and direction of Engineer-in-charge. |
| 9 | Road-A |
| 10 | Road-B |
| 11 | Road-C |
| 12 | Road-D |
| 13 | Road-E |
| 14 | Road-F |
| 15 | Providing, laying, spreading 75mm thick compactd layer ofwater bound macadam using IRC Gr-III (53mm to 22.4mm )stone agreegate including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density as per specification and direction of Engineer-in-charge. |
| 16 | Road-D |
| 17 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Clause 502 of MoSRT&H Specifications for Road & Bridge works (4th Revision) as per specification and direction of Engineer-in-charge. |
| 18 | Road-A |
| 19 | Road-B |
| 20 | Road-D |
| 21 | Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg/sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision) as per specification and direction of Engineer-in-charge. |
| 22 | Road-A |
| 23 | Road-B |
| 24 | Road-C |
| 25 | Road-D |
| 26 | Road-E |
| 27 | Road-F |
| 28 | Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&HSpecifications for road and bridge works (4th Revision) as per specification and direction of Engineer-in-charge. |
| 29 | Road-A |
| 30 | Road-B |
| 31 | Road-C |
| 32 | Road-D |
| 33 | Road-E |
| 34 | Road-F |
| 35 | Providing & laying Semi-dense bituminous concrete ( S D B C ) with batch type hot mix using crushed aggregates of specified gradingpremixed with bituminous binder of 60/70 penetration grade of bitumen as clause 508 of MoSRT & H. including 1% cess & as per specification and direction of Engineer-in-charge. |
| 36 | Road-A |
| 37 | Road-B |
| 38 | Road-C |
| 39 | Road-D |
| 40 | Road-E |
| 41 | Road-F |
| 42 | Earth work embankment in all kind of soil from approved borrow areas & carriage by mechanical meanswithin 5km lead & laying on properly prepared surface including spreading, levelling the earth not exceeding 22.5cm in layers, Sectioning, Watering & Compacting with PRR for finished item of work including all cost, royalty, labour, T&P article required for the work etc. complete as per direction of the Engineer-in-charge. |
| 43 | Road-A |
| 44 | Road-B |
| 45 | Road-C |
| 46 | Road-D |
| 47 | Road-E |
| 48 | Road-F |
| 49 | Providing and fixing typical informatory sign board with Logoas per MORD specification and drawing.Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm . The angle iron frame of lower most plate and flat iron frame of middle of middle plate will be welded to 2 Nos. 75mm x 75mm x of 12 SWG sheet tubes posts duly embeded in cement concrete M--15 grade blocks of 450mm x 450mm x 600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S will be stove enamelled on both sides.Lettering and printing arrows, boarder etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour.All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1 as per specification and direction of Engineer-in-charge. |
| 50 | (a) Informatory Sign Board |
| 51 | Road-A |
| 52 | Road-B |
| 53 | Road-C |
| 54 | Road-D |
| 55 | Road-E |
| 56 | Road-F |
| 57 | Reinforced Cement Concrete M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical specification Clause 1703 as per specification and direction of Engineer-in-charge. |
| 58 | (a) Ordinary Kilometer Stone |
| 59 | Road-A |
| 60 | Road-B |
| 61 | Road-C |
| 62 | Road-D |
| 63 | Road-E |
| 64 | Road-F |
| 65 | (b) 200 Mtr Stone |
| 66 | Road-A |
| 67 | Road-B |
| 68 | Road-C |
| 69 | Road-D |
| 70 | Road-E |
| 71 | Road-F |
| 72 | Providing and fixing of semi-reflective cautionary, mandatory and informatory signboard as per IRC-67 made of 1.5mm MS sheet duly stove white colour in front & gray on back with red reflective border of 65mm width & required letters & figures with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47mm 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 clause 1701.2.2 of MORD and as per direction of Engineer in charge. |
| 73 | (a) 600mm equilateral triangle |
| 74 | Road-C |
| 75 | Road-D |
| 76 | Road-E |
| 77 | Road-F |
| 78 | (b) 600 mm Circular ( Speed Limit Board ) |
| 79 | Road-A |
| 80 | Road-B |
| 81 | Road-C |
| 82 | Road-D |
| 83 | Road-E |
| 84 | Road-F |
| 85 | © 900 mm equilateral Triangle. ( School Board ) |
| 86 | Road-A |
| 87 | Road-B |
| 88 | (d)900 mm CautionaryBoard |
| 89 | Road-A |
| 90 | Road-B |
| 91 | Providing and erecting direction and place identification of semi-reflective sign boards as per IRC:67 made of 2mm thick M.S.sheet duly stove enamelled paint in white colour in front and grey colour on back with red reflective boarder of 70 mm width and required message, letters,figures with reflective engineering grade tape as per MORD specification of required shade and colour. Supported and welded on 47mm x 47mm of 12 SWG Square tube of 3050mm height duly strengthened by 25mm x 5 mmM/s flats iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm X 450mm x 600mm,600mm below ground level as per approved drawing and technical specification clause 1701 as per specification and direction of Engineer-in-charge. |
| 92 | (a) Place Identification Sign Boards |
| 93 | Road-A |
| 94 | Road-C |
| 95 | Road-D |
| 96 | Road-E |
| 97 | Road-F |
| 98 | Supplying and fixing 15 cm dia 1.00 m long Guard post of RCC M20 using 3.5 kg. of steel for each guard post with 20 mm down graded granite chips including cost of all materials, reinforcement, centering, shuttering and watering etc. complete as per specification and direction of Engineer-in-charge. |
| 99 | (a) Guard post |
| 100 | Road-A |
| 101 | Road-B |
| 102 | Road-C |
| 103 | Road-D |
| 104 | Road-E |
| 105 | Road-F |
| 106 | Maintenance of Hume pipe Culvert by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification clause 1908 as per specification and direction of Engineer-in-charge. |
| 107 | Road-C |
| 108 | Road-D |
| 109 | Road-E |
| 110 | Road-F |
| 111 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per specification and direction of Engineer-in-charge. |
| 112 | Road-A |
| 113 | Road-B |
| 114 | Road-C |
| 115 | Road-D |
| 116 | Road-E |
| 117 | Road-F |
| 118 | Flank dressing to proper camber etc complete as per specification and direction of Engineer-in-Charge |
| 119 | Road-A |
| 120 | Road-B |
