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| 1 | Pavement Works |
| 2 | Clearing and Grubbing Road Land Clearing 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 earlierand 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 150 mm in thickness as per Technical Specification Clause 201 |
| 3 | Dismantling of flexible pavementDismantling of flexible pavements and disposal of dismantled materials upto a lead of 100m.Stacking serviceable and unserviceable materials seperately as per technical specification Clause 202By Mechanical Means |
| 4 | 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. |
| 5 | Construction of Embankmentwith Materials obtained from Borrow pits.Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000m as per Technical Specification Clause 301.5 |
| 6 | 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. |
| 7 | Cement Treated Granular Sub BaseProviding laying and spreading granulated material on a prepared sub-grade pulverising adding the designed quantitity of cement,to the spread granulated material mixing in place with rotavator grading with the mortar grader and compacting with smooth wheel roller 80-100 kN at OMC to achieve the desired unconfined compressive strength and to form a layer of sub- base/base as per Technical Specifications Clauses 404.3 and 410.4.2. |
| 8 | Granular Sub-base with Well Graded Material (Table 400.1)Construction of granular sub-base two layers of 175 mm(100+75) thick 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 Grading III Material |
| 9 | Cement Treated Granular BaseProviding laying and spreading granulated material on a prepared sub-grade pulverising adding the designed quantitity of cement,to the spread granulated material mixing in place with rotavator grading with the mortar grader and compacting with smooth wheel roller 80-100 kN at OMC to achieve the desired unconfined compressive strength and to form a layer of sub- base/base as per Technical Specifications Clauses 404.3 and 410.4.2. |
| 10 | Prime coat(Low 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 |
| 11 | 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. |
| 12 | Mix Seal Surfacing (Used@8% waste plastic of bitumen content)Providing laying and rolling of close - graded premix surfacing of 25 mm thickness composed of 11.2 mm to 0.09 mm (Type A) or 13.2 mm to 0.09 mm (Type B) agregates using penetration grade bitumen to required line, grade & level to serve as wearing course on a preaviously prepared base, including mixing in a suitableplant, 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.By Mechanical Means, Type B, Bitumen (S-65) |
| 13 | 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 |
| 14 | Kilometre Stone 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 |
| 15 | 5th Kilometre Stone (Precast) |
| 16 | Ordinary Kilometre Stone (Precast) : |
| 17 | 200 Metre Stone (Precast) : |
| 18 | Providing and Fixing Citizen information Board of PMGSY Project(Steel Tube)Providing and fixing of Citizen\"s Information Board for PMGSY Project with Logo as per MORD specifications and drawing. Two MS Plates of 1.6 mm thick, top and bottom plate duly welded with MS flat iron 25mm x 5m size on back on edges. The plates will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frames of the plates 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 600mm x 600mm x 750mm, 750mm below ground level. 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 perdrawing Clause 1701 and Annexure 1700.1 |
| 19 | Direction and Place Identification signs with size more than 0.9 sqm size boardProviding 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 areaexceeding 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 |
| 20 | 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 |
| 21 | a) 600 mm Equilateral Triangle |
| 22 | b) 600 mm Circular |
| 23 | Road Markers/Road Stud with Lens ReflectorProviding and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973. |
| 24 | Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New WorkPainting lines, dashes, arrows, etc. on roads in two coatson 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 |
| 25 | Construction of pucca line drain(850m) |
| 26 | 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 suitablematerial. I) Ordinary soil (i) upto 3 m depth |
| 27 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.C.C grade M 10 i) Nominal mix 1:3:6 |
| 28 | Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204.P.C.C grade M 15(i) Nominal mix (1:2.5:5) |
| 29 | Construction of Retainging Wall(50m) |
| 30 | 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 suitablematerial. I) Ordinary soil (i) upto 3 m depth |
| 31 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203.Stone Masonry in cement mortar (1:4) |
| 32 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M10 Nominal mix (1:3:6) |
| 33 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9(I) Sand filling |
| 34 | Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204 |
| 35 | 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 |
| 36 | Construction of 1.5m span slab culvert(3nos.) |
| 37 | 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 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material I) Ordinary Soil i) upto 3m depth |
| 38 | Providing concrete for plain/ reinforced concrete in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 &1203 i)PCC Grade M 10, I) Nominal Mix. 1:3:6 |
| 39 | Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202,& 1203II. PCC grade M15 (i)Nominal mix (1:2:5:5) |
| 40 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 II. RCC Grade M 25 |
| 41 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in super structure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 |
| 42 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (II)Earth filling (For marshy soil) |
| 43 | Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (I)Sand filling |
| 44 | 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, 1204.3.8 |
| 45 | Routine Maintenance Component for 5 (Five) years after Construction (Not To Be Quoted Yearwise) |
| 46 | 1st Year in INR -₹ 459000 |
| 47 | 2nd Year in INR-₹ 689000 |
| 48 | 3rd Year in INR -₹ 919000 |
| 49 | 4th Year in INR -₹ 1148000 |
| 50 | 5th Year in INR -₹ 1378000 |
