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| 1 | Providing and fixing of typical PMGSY Informatory Sign Board with Logo as per MORD Specifications and Drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25mm x 5mm size on back on edges. |
| 2 | (ii) Logo Board (As per fig. 5 of Road signage under PMGSYpublished by the NRRDA on Dec\"06) |
| 3 | Construction of Ordinary Kilometre Stone (Precast) :Reinforced cement concrete M 15 grade 5th Kilometre stone with local stone of standard design as per IRC : 8 fixingin position including painting and printing etc. as per drawing and Technical Specification Clause1703 |
| 4 | Dismantling Work in existing CulvertsDismantling 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 1000 m as per Technical Specification Clause 202. |
| 5 | (i) B. PCC |
| 6 | (i) C. RCC |
| 7 | Removal of Hume PipesRemoving all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads.(ii) 600mm-900mm dia. |
| 8 | 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 |
| 9 | Construction of GSB |
| 10 | (A) By mixing in place method. (II) Grading - IIConstruction 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 smoothwheelroller to achieve thedesired density, complete as per Technical Specification/ direction of EE. |
| 11 | Water Bound Macadam Sub-base/Base:Providing, 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 Clause 405. |
| 12 | Grading-2 (A) By manual means |
| 13 | Grading-3 (A) By manual means |
| 14 | Bituminous Work |
| 15 | Prime Coat:(i) Low porosity: Providing and applying primer coat with bitumen emultion (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 Clause 502. |
| 16 | Tack Coat:(III) Providing and applying tack coat with bitumen emultion (RS-1) Using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared granular surface treasted with primer & cleaned with hydraulic broom as per technical specification clause 503. |
| 17 | 20mm thick Open-Graded Premix Carpet using Bituminous Emulsion as per Technical Specification clause 508.2Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. |
| 18 | Seal coat:Providing and laying seal coat sealing the voids in a bitumenious surface laid to the specified levels, using cold emulsiongrade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510.A. By Manual MeansCase - I:Type C |
| 19 | Retaining Wall (Ht.- 3.0 m.) |
| 20 | Excavation of soil , soft rock |
| 21 | Stone masonry in cement morter 1:5 |
| 22 | Stone masonry in cement morter 1:5 |
| 23 | Backfilling (Granular Materials) deduction of 1/2 of Excavation ofsoil |
| 24 | Weepholes |
| 25 | Retaining Wall (Ht.- 4.0 m.) |
| 26 | Excavation of soil , soft rock |
| 27 | Stone masonry in cement morter 1:5 |
| 28 | Stone masonry in cement morter 1:5 |
| 29 | Weepholes |
| 30 | Retaining Wall (Ht.- 2.0 m.) |
| 31 | Excavation of soil , soft rock |
| 32 | Backfilling (Granular Materials) deduction of 1/2 of Excavation ofsoil |
| 33 | Weepholes |
| 34 | Hume Pipe Culvert |
| 35 | Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. |
| 36 | Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109Rate as per Rate Analysis Format F-8 |
| 37 | Stone masonry work in cement mortar in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203. |
| 38 | Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) for culverts on first class bedding of granularmaterial in single row includingfixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 39 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications |
| 40 | Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 |
| 41 | Pointing with cement mortar (1:3) on stone masonry work as per drawing and technical specification Clauses 613.3 and 1204 |
| 42 | Slab Culvert (3 m span) |
| 43 | 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. |
| 44 | Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200 |
| 45 | Providing Concrete (M-15) for Plain Concrete in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 |
| 46 | Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203 |
| 47 | Providing Concrete (M-15) for Plain Concrete for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 48 | Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete |
| 49 | Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads |
| 50 | Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw |
| 51 | Slab Culvert (4 m span) |
| 52 | 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. |
| 53 | Backfilling behind abutment, wing wall, return wall as per technical specification clause 1200 |
| 54 | Providing Concrete (M-15) for Plain Concrete in foundation complete as per drawing and technical specifications Clauses 702, 704, 1202 & 1203 |
| 55 | Providing Concrete (M-15) for Plain Concrete in open foundations complete as per drawing and Technical specification clause 802, 803, 1202 & 1203 |
| 56 | Providing Concrete (M-15) for Plain Concrete for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 57 | Providing Concrete (M-25) for Plain/Reinforced Concrete in Superstructure complete for height upto 5 m as per drawing and Technical specification clause 802, 804, 805, 1202,& 1204 of specifiaction of Rural Roads including curing complete |
| 58 | Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads |
| 59 | Providing Weep Holes in Brick masonry/ Stone masonry, Plain/ Reinforced concrete abument, wing wall, return wall with 100mm dia AC pipe extending through the full width of the structures with slope of 1(V): 20 (H) towards drawing face complete as per draw |
| 60 | Slab Culvert (6 m span) |
| 61 | Providing Concrete (M-15) for Plain Concrete for substructure complete as per drawing & technical specification Clauses 702, 704, 1202 and 1204 |
| 62 | Supplying, Fitting and Placing HYSD Bar Reinforcement in Superstructure including cost of Steel Material and carriage etc. complete as per Drawing and Technical Specification Clause 1002, 1005, 1010, and 1202 of Specification of Rural Roads |
| 63 | Construction of RCC guide posts 250 mm dia M15 grade cast-in situ with 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 technical Specification Clause 1608.2 |
| 64 | 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 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 |
| 65 | ii) 600 mm Equilateral Triangle |
| 66 | iii) 600 mm Circular |
| 67 | Providing and erecting direction and place identification of semi reflective sign boards as perIRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour.Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations 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 |
| 68 | Br. 12.6 m |
| 69 | 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.(b) upto 3 m to 6m depth |
| 70 | Supplying, Fitting and Placing HYSD Bar Reinforcement in substructrue complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202 |
| 71 | Supplying, Fitting and Placing HYSD Bar Reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 & 1202 |
| 72 | Wearing Course (20mm BC with 6mm Mastic) |
| 73 | Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specifications Clause 1302I.Stone/Boulder |
| 74 | Providing and laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm X 100mm mesh (woven diagonally including 10% extra for laps and joints laid with stone boulders weighing not less than 25. |
| 75 | Providing and laying filter material underneath pitching in slope complete as per drawing and technical specifications Cluse 1302 |
| 76 | Printing New Lettering and Figures of any Shade Printing new letter any figures of any shade with synthetic enamle paint black or any other approved colour to give an even as per drawings and technical specification clause 1701English and Roman |
| 77 | COST OF UTILITY SHIFTINGShifting/repositioning of electrical equipment for construction of road complete by MECL Department. |
| 78 | Five Years Maintenance |
| 79 | Maintenance for 1st Year |
| 80 | Maintenance for 2nd Year |
| 81 | Maintenance for 3rd Year |
| 82 | Maintenance for 4th Year |
| 83 | Maintenance for 5th Year |
