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| 1 | a. Excavation inSoil in hilly area by manual means including cutting and trimming of side slope and disposing of excavated earth with a lift upto 1.5 mtr and lead upto 20 mtr as per technical specification clause 1603.1 |
| 2 | b. Excavation inSoil in hilly area by mechanical means including cutting and trimming of side slope and disposing of excavated earth with a lift upto 1.5 mtr and lead upto 20 mtr as per technical specification clause 1603.1 |
| 3 | Providingconcrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203.(i) Ordinary soil up to 3 metre depth |
| 4 | (ii) Ordinary rock (not requiring blasting) |
| 5 | Providingconcrete for plain/reinforced concrete in open foundations as drawing and technical specifications clause 802,803,1202 and 1203. PCC grade M15 1:3:6(Hand Mixing) |
| 6 | Stone masonry work in cement morter in foundation complete excluding pointing and plaster as per drawing and technical specifications and clauses 702,704,1202and 1203.(i) Course rubble masonry ( 1st sort) In 1:4 cementmorter |
| 7 | (ii) Course rubble masonry ( 2nd sort) In 1:4 cementmorter |
| 8 | Pvdg and laying reinforced cement concrete in super structure as per drawing and specification clause -800 , 1205.4 & 1205.5RCC M 25 (1:1.5:3) |
| 9 | Providing and layingconcrete for plain/reinforced cement concrete in Superstructure as per drawing and technical specifications Clause-800,1205.4,1205.5 (1:2:4) hand mixing. |
| 10 | Supplying fitting,and placing HYSD bar reinforcement in superstructure as per drawing and technical specification Clauses 1002,1010 and 1202 |
| 11 | Providing and laying reinforced cement concrete in Substructure as per drawing and technical specifications clauses 800,1205.4,1205.5 1:2.5:5(Hand Mixing) Abutment Capping. |
| 12 | Back filing behind the Abutment, wing wall and return wall complete as per drawing and technical specifications ,clause 1204.3.8 |
| 13 | 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 |
| 14 | Granular Sub-base with Well Graded Material (Table 400.1) (i) Using naturally occuring gravels |
| 15 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN in static roller in stages to proper grade and camber, applying and brooming, stone screening to fill-up the intersties of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405 |
| 16 | Providing andapplyingofprime coat with bitumen emulsion(SS-1) on prepared surface of granular base i/c clearing of base surface and spraying emulsion at the rate of 1.2 - 1.5 kg per sqm. using mechanical means as per technical specification clause 502 (high porosity). |
| 17 | Providing and applying tack coat with Bitumen emulsion (RS-1)using emulsiondistributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. |
| 18 | Providing, laying and rolling of close-graded premix surfacing material of 20 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 |
| 19 | Construction of earthen shoulder with approved material obtained from borrow pit with all lifts and leads transforting to site spreading grading to required slopes and compacted to meet requirements |
| 20 | Construction of CRM side drain 15cm thick both side wall height 0.32cm in 1:4 CM with hardstone, cc base in M10(cc 1:3:6) 15cm thick i/c inside pointing in cement morter 1:4 i/c earthwork complete as per drawing and direction of engineer incharge. i)Pucca Side Drain U Shape. |
| 21 | ii) Pucca Side Drain V Shape |
| 22 | 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. |
| 23 | Providing and Fixing Title information Board of PMGSY Project(RCC).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 |
| 24 | Providing 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. |
| 25 | Providing 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 areanot 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 Technical Specification Clause 1701 |
| 26 | 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. Diversion one km ahead |
| 27 | Road ahead closed |
| 28 | Men at Work |
| 29 | Road closed |
| 30 | Stop |
| 31 | Slow |
| 32 | 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.i) 5th kilometre Stone(Precast) |
| 33 | ii) Ordinary kilometre Stone(Precast) |
| 34 | iii) 1 km reference banchmark and working benchmark. |
| 35 | iv)Reference Pillar |
| 36 | Referance pillar/Back Pillar/Banchmark/job pillar as per drawing and specification. |
| 37 | Routine Maintenance |
| 38 | First Year |
| 39 | Second Year |
| 40 | Third Year |
| 41 | Fourth Year |
| 42 | Fifth Year |
| 43 | GST |
| 44 | Add GST @ 18% |
