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| 1 | Setting Out Pillars |
| 2 | Construction of Embankment with material obtained from borrow pits with a lift upto 1.5 m, transporting to the site spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m & 100 m as per Technical Specification Clause 301.5 .(Including Royality & Labour Cess).For 1000 m lead |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m & 100 m as per Technical Specification Clause 303.1. |
| 4 | Granular Sub-Base with Coarse Graded Material (Table:- 400- 2)-For Grading I Material -Construction of granular sub-base by providing coarse graded material, 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. |
| 5 | WBM Grading 2(By Mechanical Means ) -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2as per Technical Specification Clause 405. |
| 6 | WBM Grading 3 (By Mechanical Means ) -Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 7 | Prime Coat (Low porosity)-Providing and applying primer coat with Bitumen emulsion (SS-1)on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70- 1.0 kg/sqm using mechanical means as per Technical Specification Clause 502. |
| 8 | Tack Coat -Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surface tretaed with Primer and clened with hydriloc broom as per technical specification aclouse 503. |
| 9 | 20m thick Open Graded Premix Carpet using Bituminous (penetration grade) Binder. Providing laying and rolling of open-graded permix carpet of 20mm thickness composed of aggregates as per Table 500.13 of MORD using penetration grade bitumen S-90 to recuired line, grade and level to servey as wearing course on a proviously prepared base including mixing in a suitable plant, laying and rolling with a three wheei 80-100KN static rollar capacity, finished to recuired level and grades to be followed by seal coat of Type A as per Table 500.16 of Clause 508. |
| 10 | Seal Coat Type B- Providing and laying seal coat sealing the voids a bituminous surface laid to the specified levels, grade and cross fall usingType A as per Table 500.16 of MORD and Technical Specification Clouse 510. |
| 11 | Kilometre stone -Reinforced cement concrete M15 grade kilometre local stone of standard design asper IRC:8 fixing in position including painting and printing , etc as per drawing and technical specification clause 1703.ii) km stone |
| 12 | iii) 200 m stone |
| 13 | Traffic sign-Providing and fixing of Retro reflective cautionary , mandatory and informatory sign board as per IRC :67 made of 1.5 mm thick MS steel duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figureswith reflective tape engineering grade as per clause 1701.3.9 of MORD for rural road of required shade and colour supported and welded on 47mmx47mmx12swg sheet tube firmly fixed to the ground by mean ofproperly designed foundation with M15 grade cement concrete 450x450x600 mm ,600mm below ground level as per approved drawing clause 1701.2.2. 600 mm equilateral & triangle, (Left/Right Curve) |
| 14 | 600 mm circular, (Speed Limit) |
| 15 | 900 mm equilateral & triangle, OR |
| 16 | 800MM X 600 MM Reactangular (Informatory Board) |
| 17 | Direction and Place Identification signs with size more than 0.9 sqm size board-Retro-reflectorised Traffic SignsProviding and erecting direction and place identification retro-\reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thickwith areaexceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos.firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701. |
| 18 | (I)Providing and Fixing \"Logo\" ofProject -Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 enameled on both sides.Lettering and printing arrows, border 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 |
| 19 | Providing and Fixing \"Logo\" of \" Citizen Information Board \" |
| 20 | ADD LABOUR CESS @ 1 % |
| 21 | Seigniorage Fee(10%) |
| 22 | ADD GST @ 18% |
| 23 | 1st year Maintenance cost |
| 24 | 2nd year Maintenance cost |
| 25 | 3rd year Maintenance cost |
| 26 | 4th year Maintenance cost |
| 27 | 5th year Maintenance cost |
| 28 | ADD LABOUR CESS @ 1 % |
| 29 | Seigniorage Fee(10%) |
| 30 | ADD GST @ 18% |
