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| 1 | (I) ConstructionSub-Head :Setting OutConstruction of reference pillars as per Fig. 1600.1 (b) as per drawing and Technical Specification Clause 1602.1 |
| 2 | Construction of back piller as per Fig. 1600.1( c) as per drawing and Technical Specification Clause 1602.3 |
| 3 | Construction of Job pillers as per Fig. 1600.1 (d) and Technical Specification Clause 1602.4 |
| 4 | (II)Sub-Head : PavementScarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4 |
| 5 | Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 |
| 6 | Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2. |
| 7 | Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader 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.By Mix in Place Method.For Grading I Material |
| 8 | 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. |
| 9 | WBM Grading 2Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification.By Manual meansClause 405. |
| 10 | WBM Grading 3 .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.By Manual means |
| 11 | 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 0.90-1.20 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 12 | 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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 |
| 13 | Mix Seal Surfacing Surfacing : Providing, Providing, laying and rolling rolling of close-graded close-graded premix surfacing material of 25 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 |
| 14 | Sub-Head : Cross - Drainage,Protection wall & Pucca Drain.Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 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 suitablematerial.a) Ordinary soil,Upto 3 m depth |
| 15 | b)Ordinary rock (not requiring blasting),Upto 3 m depth |
| 16 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,P.C.C. grade M 20,Nominal mix (1:2:4) |
| 17 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204,Coursed Rubble masonry (2nd sort),In 1:4 cement mortar |
| 18 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204,Coursed Rubble masonry (2nd sort),In cement mortar (1:5) |
| 19 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 |
| 20 | Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8,Granular material. |
| 21 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 22 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204,R.C.C grade M 20,For height upto 5 m. |
| 23 | 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 Clauses 614, 709, 1204.3.7 |
| 24 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and technical specification Clauses 615, 710and 1204.3.11 |
| 25 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5,R.C.C M 25. |
| 26 | Plastering with cement mortar (1:3) 15 mm thick on brickwork in parapet as per technical specifications Clauses 613.4 and 1208.4 |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203,P.C.C grade M 10,Nominal mix 1:3:6. |
| 28 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204,Random Rubble masonry,In cement mortar (1:5). |
| 29 | Sub-Head : Earthen DrainSurface Drains in Soil. Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307,(A) Manual Means. |
| 30 | Surface Drains in Ordinary Rock.Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical Specification Clause 307,(A) Manual Means. |
| 31 | Sub-Head : Road SignProviding and Fixing Citizen information Board of PMGSY Project(RCC)\"A\".Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx245cm above G.L.),(Size of board 2x 90cmx80cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved qualityready mix paint. |
| 32 | Providing and Fixing Title information Board of PMGSY Project(RCC).Providing and fixing of typical PMGSY Citizen information sign board as per MORD specifications and drawing of cast-in-situ RCC, (size of RCC post 25 cm x 25 cmx 90 cm below G.L. & 15 cm x 15 cm x 24 cm above G.L.), (size of board 2 x 90 cm x 80 cm x 7.7 cm) incl. earth work, finishing with 15 mm plaster 1 : 4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved quality ready mix paint. |
| 33 | Safety Devices and Signs in Construction Zones.Provision and fixing of traffic signs for limited period at suitable locations in construction zone comprising of warning zone, approach transition zone, working zone and terminal transition zone with a minimum distance of 2-3 m from the edge of the carriageway. The bottom edge of the lowest sign plate to be not less than 2 m above the road level, fixed on 600 mm x 600 mm x 6 mm angle iron post, founded and installed as per approved design and drawings, removed and disposed of after completion of construction work, all as per IRC:SP:55-2001.a) Traffic sign ahead |
| 34 | b) Men at work |
| 35 | c) Road closed |
| 36 | d) Stop |
| 37 | e) Slow |
| 38 | f) Speed limit |
| 39 | g) Diversion one km ahead |
| 40 | Traffic Signs,Retro-reflectorised Traffic Signs.Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as perdrawings and Technical Specification Clause 801 |
| 41 | Providing and Fixing PMGSY Logo Board at starting point.Providing and fixing of typical PMGSY Logo board as per MORD specifications and drawing of cast-in-situ RCC,(Size of RCC post 25cmx25cmx90cm below G.L. & 15cmx15cmx260cm above G.L.),(Size of board 1x 85cmx85cmx7.5cm, ) incl.earth work, finishing with 15mm pluster 1:4 and neat cement punning, applying priming coat, painting and lettering with appropiate colour with required shade of approved qualityready mix paint. |
| 42 | 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.a]5th Kilometre Stone (precast) |
| 43 | b] Ordinary 1 Km. stone (Size - 66 x 35 x 25 cm) |
| 44 | c] 200 Mtr stone (precast) |
| 45 | Providing and Fixing PMGSY maintanence sign board. |
| 46 | Routine Maintenance |
| 47 | First Year |
| 48 | Second Year |
| 49 | Third Year |
| 50 | Fourth Year |
| 51 | Fifth Year |
| 52 | GST |
| 53 | Add GST @ 18% on Construction cost only |
