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| 1 | Setting Out Pillars Providing and fixing of Bench Mark Pillers @ four nos. per km as per drawings given and direction of Engineer in charge |
| 2 | 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 100 m as per Technical Specification Clause 301.5 |
| 3 | (i) Excavation in cutting in soil by manual means for carrying of cut earth to embankment site with a lift up to 1.5 m lead upto 50 m as per Technical specification Clause 302.3. |
| 4 | 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 1000 m as per Technical Specification Clause 301.5 |
| 5 | 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 as per Technical Specification Clause 303.1. |
| 6 | (By mix in place method) Gradding - IIConstruction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mounted grader arrangement on prepared surface, mixing by mix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. |
| 7 | Water Bound Macadam with stone screenings Gr II (By Machnical 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 threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. |
| 8 | Water Bound Macadam with stone screenings Gr III (By Machnical 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 threewheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. |
| 9 | 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 |
| 10 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 11 | CEMENT CONCRETE PAVEMENTConstruction of un-reinforced,plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any type as per Clause 1501.2.2 M25(Grade),coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, spreading the concrete with sholvels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, construction joints, admixtures as approved, curing of concrete slabs for 14 days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 Unit=cum |
| 12 | Mixed seal Surfaceing (Type B)Providing , laying and rolling of close graded premix surface material of 20 mm thick composed 11.2 mm to 0.9 mm (Type A) or 13.2 mm to 0.09 mm (Type B) aggregate using penetraiotn grade bitumen to required line, grade and level to serve as wearing course on a previously base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller and finishing to required level and graded as per Technical Sepecification Clsuse 509 Type B. |
| 13 | Reinforced cement concrete M15grade kilometre 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(KM STONE ) |
| 14 | 200 m stone (precast) |
| 15 | Providing and laying of hot applied (Thromoplastic compound 2.5 mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35, The finished surface to be be level, uniform and free streaks and holes. |
| 16 | semi reflective Traffic SignProviding 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 as per Clause 1701.3.9 of MORD for Rural Roads 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 Clause 1701.2.2 (900 mm equilateral & triangle) , OR |
| 17 | 600 mm equileter |
| 18 | 600 mm circular , OR |
| 19 | 800 mm x 600 mm rectangular, OR |
| 20 | 600 x 450 rectnagular |
| 21 | 600 mm x 600 mm, OR |
| 22 | 900 mm side octagon, OR |
| 23 | PROVIDING AND FIXING SEMI REFLACTIVE DIRECTION SIGNProviding and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape as per MORD specifications of required shade and colour.Supported and welded on 47 mm x 47mm of 12 SWG Squaretube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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 |
| 24 | PROVIDING AND FIXING OF LOGO OFPMGSY INFORMATION BOARDProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. TwoMS 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 |
| 25 | PROVIDING AND FIXING LOGO BOARD & Maintenance BordProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Two 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 |
| 26 | PROVIDING AND FIXING OF LOGO OF CITIZEN INFORMATION BOARDProviding and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. TwoMS 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 1700.1Add Maintenance Board 1 Nos. |
| 27 | Providing and laying boulder apron laid in wire crates with 4mm dia GI wire conforming to IS : 4826 in 100mm X 100 mm mesh (woven diagonally) including 10 parcent extra for laps and joints and joints laid with stone boulder weighting not less than 25 kg each per drawing and technical specification Clause 1301. |
| 28 | protection work providing and laying boulder apron for bed protection with stone boulders of minimum size weight as par teble 1300,1 |
| 29 | (Labour Cess)@ 1% |
| 30 | SIGNORAGE (As calculated) |
| 31 | GST @18 % & Revisedfor18% (INITIAL RECTIFICATION) |
| 32 | 1st Year Maintenance cost |
| 33 | 2nd Year Maintenance cost |
| 34 | 3rd Year Maintenance cost |
| 35 | 4th Year Maintenance cost |
| 36 | 5th Year Maintenance cost |
| 37 | (Labour Cess)@ 1% |
| 38 | SIGNORAGE FOR 5 YEAR ORDINARY MAINTENANCE(As calculated) |
| 39 | GST @ 18 % & Revised 18 % for(Maintenance ) |
