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| 1 | SITE CLEARANCE |
| 2 | Clearing and Grubbing Road LandClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm as per Technical Specification Clause 201.By Manual Means-In area of non thorny jungle |
| 3 | Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. |
| 4 | Upto 600 mm dia Hume pipe |
| 5 | Above 600 mm to 900 mm dia Hume pipe |
| 6 | Dismantling Stone Masonry as per Technical Specification Clause 202.Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement Mortar |
| 7 | Dismantalling of Face Wall of Hume Pipe Culvert |
| 8 | Dismantalling of abutment and return wall of slab culvert |
| 9 | Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000m as per Technical Specification Clause 202II.By Mechanical MeansB. Reinforced Cement Concrete |
| 10 | Dismantling Kilometre StonesDismantling of kilometre stones including cutting of earth, foundation and disposal of dismantled material with all lifts and lead upto 1000 m and backfilling of pit as per Technical Specification Clause 202. |
| 11 | Ordinary km Stones |
| 12 | 200 m Stones |
| 13 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning,Erosion repair, repairs to cracks, parapet wall and protection work asper drawing and technical specification Clause 1908 |
| 14 | Maintenance of Slab type Culverts by way of clearing, Cleaning,Erosion repair, repairs to cracks, parapet walls and Protection works asper drawing and technical specification Clause 1908 |
| 15 | Preparation of Foundation for EmbankmentScarifying 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. |
| 16 | From Chainage 3+000 kmto 4+830 km =1.830 km |
| 17 | From Chainage 4+830km to 6+642 km) - (bridge 0.059km=1.753 km |
| 18 | EARTHWORK(iii) Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 mExcavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 |
| 19 | Roadway Cutting |
| 20 | Widening of Existing Pavement 3+000 kmto 4+830 km =1.830 km |
| 21 | For Passing Place |
| 22 | 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 |
| 23 | For Subway (4 Box Culvert) |
| 24 | Construction of Embankment with Material Obtained from Borrow PitsConstruction 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 |
| 25 | Construction of Subgrade and Earthen ShouldersConstruction 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. |
| 26 | FLEXIBLE PAVEMENTGranular Sub-base with Well Graded Material (Table 400.1)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.For Grading II Material |
| 27 | On Proposed Carriageway (Widening Portion) 3+000 kmto 4+830 km =1.830 km |
| 28 | On Proposed Carriageway (New Construction) :4+830km to 6+642 km) - (bridge 0.059km=1.753 km |
| 29 | For Passing Place |
| 30 | Extra Widening at Curves (1% of Total Quantity) = |
| 31 | For Subway (4 Box Culvert) |
| 32 | Bellmouths =3x{2x(3/14)x15x15x0.2} = 57.86 |
| 33 | Cement Treated BaseCement Treated Crushed Rock or combination as per clause 403.2 and table 400.4in Sub base/ Base (Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base.) |
| 34 | On Proposed Carriageway (ovelay)3+000 kmto 4+830 km =1.830 km |
| 35 | On Proposed Carriageway (ovelay) 4+830km to 6+642 km) - (bridge 0.059km=1.753 km |
| 36 | For Passing Place |
| 37 | Extra Widening at Curves (1% of Total Quantity) = |
| 38 | For Subway (4 Box Culvert) |
| 39 | Bellmouths =3x{2x(3/14)x15x15x0.1} = 28.93 |
| 40 | (II) BITUMINOUS COURSEMix Seal SurfacingProviding, laying and rolling of close-graded premix surfacing material of 25mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9mm (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 8-10kN static roller and finishing to required level and grades as per Technical Specification Clause 509By Mechanical MeansType A Bitumen (S-90) |
| 41 | On Proposed Carriageway (ovelay) (3+000 kmto 4+830 km =1.830 km + 4+830km to 6+642km=1.812 km) - 0.059km = 3.583 km |
| 42 | Extra Widening at Curves (1% of Total Quantity) = |
| 43 | For Subway (4 Box Culvert) |
| 44 | For Passing Place |
| 45 | Bellmouths =3x{2x(3/14)x15x15} = 289.29 |
| 46 | Prime-CoatLow 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 |
| 47 | On Proposed Carriageway (ovelay) (3+000 kmto 4+830 km =1.830 km + 4+830km to 6+642km=1.812 km) - 0.059km = 3.583 km |
| 48 | Extra Widening at Curves (1% of Total Quantity) = |
| 49 | For Subway (4 Box Culvert) |
| 50 | For Passing Place |
| 51 | Bellmouths =3x{2x(3/14)x15x15} = 289.29 |
| 52 | Tack CoatProviding 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. |
| 53 | On Proposed Carriageway (ovelay) (3+000 kmto 4+830 km =1.830 km + 4+830km to 6+642km=1.812 km) - 0.059km = 3.583 km |
| 54 | Extra Widening at Curves (1% of Total Quantity) = |
| 55 | For Subway (4 Box Culvert) |
| 56 | For Passing Place |
| 57 | Bellmouths =2X3x{2x(3/14)x15x15} = 578.58 |
| 58 | TRAFFIC SIGN AND ROAD FURNITURETrafic - Signs (A) Retro-reflectorised Traffic SignsProviding 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 801 |
| 59 | (ii) 600mm equilateral triangle |
| 60 | (iii) 600mm circular |
| 61 | (iv) 800mm x 600mm rectangular |
| 62 | (vii) 900mm side octagon |
| 63 | Direction and Place Identification signs upto 0.9 sqm size board(I) Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide Clause 1701.2.3, fixed overaluminium sheeting, 2 mm thick with area not exceeding 0.9sqm supported on a mild steel single angle iron post 75 x 75 x6 mm firmly fixed to the ground by means of properlydesigned foundation with M-15 grade cement concrete 450 x450 x 600 mm, 600 mm below ground level as per approveddrawing and Technical Specification Clause 1701 |
| 64 | (Hazard Marking)Providing Linear Delineator System with Diamond grade reflective sheeting of size 80cmx10cm, fixing over thin gauge crimped aluminium sheeting with single colour panels of Yellow/Red/White and fixing to the object as per specification of the manufacturer. |
| 65 | KilometreStoneReinforced 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 1703 |
| 66 | Ordinary Kilometer Stone (precast) |
| 67 | 200 m Stone (precast) |
| 68 | Guide posts |
| 69 | Construction of RCC guide posts of 250 mm dia M15 grade cast-in-situwith 20 mm nominal size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and TechnicalSpecification Clause 1608.2 |
| 70 | Rumble Strips |
| 71 | Provision of 15 nos. rumble strips covered with premix bituminous carpet, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint. |
| 72 | 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 1700.1 |
| 73 | Providing and fixing \" MAINTENANCE INFORMATION BOARD\"Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. One Single MS Plates of 1.6 mm thick welded with MS angle iron frame of 25mm x 25mm x 5mm 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 leve. 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 |
| 74 | Title InformatoryBoard with Logo as per MORD specifications and drawing. Two nos. 1.6mm thick MSsheet duly welded with 5mm thick steel plate on back on edges. The 4 nos. steel plate will be welded horizontally with 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 750mm below ground level. The 2 nos. steel plate will be welded vertically to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly welded to vertical tubes. 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 coloue. 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 |
| 75 | F. DRAINAGE WORKS |
| 76 | Construction of PCC Drain with RCC Cover |
| 77 | Construction of Trapezoidal PCC Open Drain |
| 78 | PROTECTION WORKS |
| 79 | Gabion Toe Wall (2m Height) |
| 80 | HIGHER SPECIFICATION |
| 81 | Utility shifting |
| 82 | CROSS DRAINAGE WORKS |
| 83 | DHP Culvert (For Subway) - 4 NosProviding and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double RowProviding and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106.(B) 1000 mm dia |
| 84 | Embedded SHP Culvert (New Construction)- 3 Nos. |
| 85 | Excavation for StructuresEarthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.I. Ordinary soilUpto 3 m depth |
| 86 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course in open foundation of head walls as per drawings & Technical Specification Clause 1109 |
| 87 | Laying Reinforced Cement Concrete Pipe Culvert bedding in single rowLaying Reinforced cement concrete NP3/for culverts on first class bedding of granular material in single row including fixing of collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head wall and parapets Clause1106 |
| 88 | Plain/Reinforced Cement Concrete in substructurePlain/Reinforced Cement Concrete in substructure complete as per drawing and technical specification caluses 802, 805, 806, 807, 1202, 1204A. With crushed stoneIII. P.C.C M-20i) Nominal Mix 1:2:4 |
| 89 | Stone Masonry Work\"Stone Masonry work in cement mortar 1:4 in sub-structure complete excluding pointing & plastering as per drawing & technical Specification |
| 90 | Providing and Laying Reinforced Cement Concrete in superstructure complete as per drawing and technical specification caluses 800, 1205.4, 1205.5A. With crushed stoneIV. RCC M25a. Upto a height of 5m |
| 91 | Supplying Fitting and fixing TMT Bar reinforcement in super-structure in superstructure complete as per drawing and technical specification clause 1002, 1010, 1202 |
| 92 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawingand Technical Specification Clause 1701 |
| 93 | Slab Culvert (1x1.5m Span) - 2 Nos. |
| 94 | Excavation 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.I. Ordinary soilUpto 3 m depth |
| 95 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(i) Nominal mix 1:3:6 |
| 96 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 97 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 98 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5I. R.C.C grade M 20(ii) For nominal mix 1:2:4 (Hand mixed) |
| 99 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 100 | 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 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 |
| 101 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawingand Technical Specification Clause 1701 |
| 102 | Box Culvert (4/33/0)- 4Nos |
| 103 | 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 soilUpto 3 m depth |
| 104 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationGranular material |
| 105 | Plain / Reinforced cement concrete in open foundation complete as per drawing and technical specificationsPCC Grade M10 |
| 106 | Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsA. PCC Grade M15(p) Height upto 5m |
| 107 | Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsRCC Grade M20 |
| 108 | Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications |
| 109 | Providing weep holes in Brick masonry/Plain / Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications |
| 110 | Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighing not less than 40 kg each.) |
| 111 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications |
| 112 | Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications. |
| 113 | Drainage Spouts complete as per drawing and Technical specification |
| 114 | Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications |
| 115 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawingand Technical Specification Clause 1701 |
| 116 | Slab Culvert (1x3.0m Span-return wall repair) - 1Nos |
| 117 | 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 soilUpto 3 m depth |
| 118 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203I. P.C.C grade M 10(i) Nominal mix 1:3:6 |
| 119 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 120 | Stone masonry in cement mortar for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 121 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 |
| 122 | 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 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 |
| 123 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawingand Technical Specification Clause 1701 |
| 124 | Slab Culvert (1x2.0m Span-painting) - 1 Nos.\" |
| 125 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawingand Technical Specification Clause 1701 |
| 126 | Slab Culvert (1x1.50m Span-parapet wall repair)-3 Nos. |
| 127 | Plain / Reinforced cement concrete in sub-structure complete as per drawing and technical specificationsA. PCC Grade M20 |
| 128 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawingand Technical Specification Clause 1701 |
| 129 | SHP Culvert (Repairing)- 3Nos. |
| 130 | Stone Masonry work in cement mortar 1:4 in sub-structure complete excluding pointing & plastering as per drawing & technical SpecificationRandom Rubble Masonry |
| 131 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawingand Technical Specification Clause 1701 |
| 132 | DHP Culvert (Painting) - 1 Nos |
| 133 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawingand Technical Specification Clause 1701 |
| 134 | Good and Service Tax (18%) |
| 135 | Five Years Maintenance |
| 136 | Maintenance for 1st Year |
| 137 | Maintenance for 2nd Year |
| 138 | Maintenance for 3rd Year |
| 139 | Maintenance for 4th Year |
| 140 | Maintenance for 5th Year |
