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| 1 | PAVEMENT WORKS |
| 2 | Construction of Embankment with Material Obtained from Roadway CuttingConstruction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 |
| 3 | Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical MeansScarifying 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. |
| 4 | Excavation in Cutting in Soil by manual means with lead upto 50mExcavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 |
| 5 | Construction of Subgrade and Earthen Shoulders(Relaying). Stripping, Storing and Relaying Top Soil from Right-of-Way (R.O.W) |
| 6 | Granular Sub-base with Well Graded Material (Table 400.1)(A)By Mix in Place MethodConstruction of granular sub-base with locally available graded material, spreading in uniform layers with motor grader on prepared surface, watering to OMC and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification/ direction of EE. (ii)For Grading II Material |
| 7 | Water Bound Macadam Sub-base/baseWBM Grading 3Providing, 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.(A) By Manual Means |
| 8 | Prime CoatProviding 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 |
| 9 | Tack Coat. 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. |
| 10 | Mix Seal SurfacingProviding, laying and rolling of 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 |
| 11 | ROAD SAFETY WORKS |
| 12 | Direction and Place Identification signs with size more than 0.9 sqm size boardRetro-reflectorised Traffic Signs(i) Providing and erecting direction and place identification retro-\reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 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 |
| 13 | Traffic SignsA. Retro-reflectorised Traffic Signs(1) 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 aluminum 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 per drawings and Technical Specification Clause 801900 mm equilateral triangle |
| 14 | 600 mm circular |
| 15 | 600 mm x 600 mm square |
| 16 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPainting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702 |
| 17 | ROAD FURNITURE WORKS |
| 18 | Providing and Fixing \"Logo\" of PMGSY ProjectProviding 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 1700.1Logo Board |
| 19 | Kilometre StoneReinforced cement concrete M15 grade 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 1703Ordinary Kilometer Stone (Precast) |
| 20 | 200 m stone (precast) |
| 21 | Construction of 5th Kilometre Stone (Precast) |
| 22 | DRAINAGE WORKS Trapizodial Shaped drain |
| 23 | 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 suitable material. |
| 24 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I. P.C.C grade M 10 (i) Nominal mix 1:3:6 |
| 25 | PROTECTION WORKS |
| 26 | Retaining WallConstruction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203Plain cement concrete M 10 grade |
| 28 | Stone masonry in cement mortar 1:5 |
| 29 | Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall |
| 30 | Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 mm |
| 31 | Back filling behind retaining wall/breast wall |
| 32 | Breast WallConstruction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 |
| 33 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(ii) Plain cement concrete 1:3:6 |
| 34 | Stone masonry in cement mortar 1:5 |
| 35 | Providing P.C.C. M 20 architectural coping on top of retaining wall/breast wall |
| 36 | Filter material behind retaining wall / breast wall as per Specification 1204.3.8 in a width of 600 mm |
| 37 | Back filling behind retaining wall/breast wall |
| 38 | CROSS DRAINAGE WORKS |
| 39 | Hume PipeExcavation for StructuresEarthwork 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 suitable material. |
| 40 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203II. P.C.C grade M 15(ii) Nominal mix (1:2.5:5) (Hand mixing) |
| 41 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 III. R.C.C grade M 20For Side Wall |
| 42 | For Head Wall |
| 43 | RCC Slab |
| 44 | Providing and laying reiforcemented cement concrete Pipe NP-3 1000mm dia for culverts on first class bedding of granular material in single row including fixing collar wirh cementmorter 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head wall and parapets including pumping out water, lighting, barricading, protecting etc complete as per vide clause 1106 of Specification of Rural Roads, MORD. |
| 45 | Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 46 | 1.5m Slab Culvert 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. I) Ordinary soil (i) upto 3 m depth |
| 47 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 |
| 48 | PCC M15 for Abutment and Return Wall |
| 49 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204Abutment RCC M20 cap |
| 50 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204Abutment RCC M20 coping |
| 51 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204150 mm RCC M20 top coping for return wall |
| 52 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204Pillar M20 |
| 53 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204Road kerb M20 |
| 54 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5RCC Slab of M25 1.5 m span 210 mm thickness |
| 55 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5Reinforcement for RCC slab (1.25%) |
| 56 | Fillling in foundation trenches as per drawing and technical specification vide Clause 305.3.9 by Earth Filling (Marshy Soil) |
| 57 | Fillling in foundation trenches as per drawing and technical specification vide Clause 305.3.9 by Earth Filling (Marshy Soil)Sand filling |
| 58 | Providing weep holes 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 thestructures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7Abutment wall (holes for seepage water) |
| 59 | Providing weep holes 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 thestructures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7Return wall(holes for seepage water) |
| 60 | Good and Service Tax (18%) |
| 61 | Five Years Maintenance |
| 62 | Maintenance for 1st Year |
| 63 | Maintenance for 2nd Year |
| 64 | Maintenance for 3rd Year |
| 65 | Maintenance for 4th Year |
| 66 | Maintenance for 5th Year |
