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| 1 | Excavation in hilly area in all heights and depths and in all kind of soil by manual/mechanical means including saturated soil comprising of ordinary soil, soft rocks, hard rocks, chiseling/wedging out rock (where blasting is prohibited) and their intermediate classification of soil, setting out true to the required lines, grades, width cutting and trimming of side slopes to level as shown in the drawing and as directed by engineer-in-charge at site according to the MORD technical specification section 300 and 1600 and sorting out useful materials and stacking the same in all leads, lifts in acquired width of road and transportation of un-useful material for filling in road ways, camber, embankments for grade improvements and disposal of all surplus material tothe approved dumping sites through all modes of transportation including head load or animal transport or mechanical means along with its leveling, fine dressing and carriage of machineries, materials, tools, equipments and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. |
| 2 | Construction 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 | Berm Filling: Construction of earthen shoulders using approved material deposited at site from roadway cutting and excavation from drains and foundations of other structures, properly graded and compacted to meet the requirements of Tables 300.1 and 300.2, as per Technical Specification Clause 301.5 including all lead, lifts, carriages of materials by MTloading and unloading complete. |
| 4 | Compacting original ground Supporting Sub Grade byLoosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. |
| 5 | Construction of Granular Sub-Base by providingWell Graded Material,(Table 400.1) spreading in uniform layers with motor grader on prepared surface, mixing bymix in place method with rotavatorat OMC, and compacting with smoothwheelroller to achieve thedesired density, complete as per Technical Specification Clause 401. including all leads , lifts, carriages of materials by MT, loading and Un-loading complete for Grading-Imaterial. |
| 6 | 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. |
| 7 | 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 including all leads, lifts, carriages of materials by MT, loading and unloading complete. (Low Porosity) |
| 8 | Providing and applying Tack Coat Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.20 to 0.25 Kg per Sqm on the preparedbituminous surface cleaned with Hydraulic broom as per Technical Specifications clause 503 including all leads, lifts, carriages of materials by MT, loading and unloading complete. |
| 9 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. including all leads, lifts, carriages of materials by MT loadingand un-loading complete. |
| 10 | Providing and laying Bituminous concrete (30mm thickness) withhigher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4per centof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects(including seal coat) |
| 11 | Excavation for Structures:-Earthwork in excavation for structures in all kinds of ordinary soil, soft rock & hard rock 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. Excavated earthas directed at site for safe disposal of same without damaging private/public property, dressing of sides and bottom and backfilling in trenches with excavated suitable material including de watering if required. |
| 12 | Polygonal/Random Rubble Masonry, Uncoursed/brought to course, in 1 Cement : 6 fine sand mortar, with Nallah Stone, in Foundation and Plinth, including levelling up at specified levels with M-5 nominal mix (mix side of stone aggregates: 20 mm nominal) concrete; including cost of Thruogh/Bond Stones all leads, lifts, carriages of materials by MT, handling, and re-handling complete |
| 13 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 |
| 14 | 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 |
| 15 | 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 including all leads, lifts, carriages of materials by MT,handling, re-handlingand cost of wire crates complete. |
| 16 | Polygonal/ Random Masonary Rubble Masonsry, Uncoursed/brought-to course, laid dry, with Nallah Stone, in Foundation and Plinth including cost of Through/ Bond Stones, all leads, lifts, carriages of materials by MT, handling and re-handling complete. |
| 17 | Providing & Laying concrete for plain concrete of GRADE-M15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete. |
| 18 | Providing 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.Including all leads,lifts and carriages of material by mechincial transport etc complete |
| 19 | Providing and fixing ofReinforced 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 |
| 20 | 5thkilometre stone (Precast). |
| 21 | Ordinary Km Stone (Precast) |
| 22 | 200 mtr. Stones (Precast) |
| 23 | Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 |
| 24 | 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 1.5mm thick supported on mild steel angle iron post 75x75x6mm firmly to the ground by means of property designed foundation with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per drawing and Technical specification clause 801.(60cm equilateral triangle)including all leads, lifts and carriages of materials by MT complete. |
| 25 | Providing and erecting direction and place identification retroreflectorised 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 not 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 | Direction and Place Identification signs with size 800x600mm |
| 27 | 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 Direction and Place Identification signs with size 1200x900mm |
| 28 | Providing and fixing of typical PMGSY Logo sign board with Logo as per MORD specifications and drawing with ACP Sheet 3mm thick fixed onMS angle 25mmx25mm x 3mm size on back on edges.Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 200x200x5mm in cement concrete M-20 (As per Drg.) grade blocks of Size 450mm x 450mm x 600mm, below ground level.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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.{ Providing and Fixing \"Logo Board\" of PMGSY Project double sided, at Starting point and Intermediate Distance} Including all leads,lifts and carriages of material by mechincial transport etc complete. |
| 29 | Providing and fixing of PMGSY Citizen Informatory board as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges.Vertical Post MS square tubes 80x80x4.80mm thick duly embedded with base plate 300x300x5mm in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level.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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. Providing and Fixing Citizen Informatory Board of PMGSY Project (Fig.3 & Fig.4) Including all leads,lifts and carriages of material by mechincial transport etc complete. |
| 30 | Providing and applying 2.5 mm thick road marking strips (retro - reflective) of specified shade/colour using hot thermoplastic material by fully/semi-automatic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt,seals,oil,grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications. |
| 31 | Providing and fixing of PMGSY Maintenance Information board as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges.Vertical Post MS square tubes 80x80x4.80mm thick with base plate 300x300x5mm duly embedded in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level.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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. (Providing & fixing of Maintenance Information Board) |
| 32 | Providing & Laying concrete for plain concrete of GRADE-M15 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete. |
| 33 | Providing & Laying concrete for plain concrete of GRADE - M10 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203.including cost of curing, form work, all leads, lifts and carriages of materials by MT complete. |
| 34 | Providing & Laying Providing concrete for plain concrete GRADE-M20 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (nominal mix). Including Cost of curing, form work, all leads, lifts and carriages of materials by MT complete |
| 35 | Providing and laying of reinforced cement concrete of Grade M-25insuper structure as per drawings & Technical specification Clauses 800, 1205.4 and 1205.5, excluding reinforcementbut including curing , cost of form work, all leads, lifts and carriages of materials by MT complete. |
| 36 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3,excluding reinforcementbut including curing , cost of form work, all leads, lifts and carriages of materials by MT complete. |
| 37 | Supplying, fitting and placing HYSD bar(Fe 550)reinforcement in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 . Including cost of binding wire, all leads . lifts, handling,re-handling and carriages of material by mechanical transport complete. |
| 38 | Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 Including cost of binding wire, all leads . lifts, handling,re-handling and carriages of material by mechanical transport complete. |
| 39 | Back filling with stones behind abutment, wing walls and return walls complete as per drawing and technical specification clause 1204.3.8 including all leads, lifts and carriages of materials by MT complete |
| 40 | Providing concrete for plain/reinforced concrete in foundation complete as per drawing and Technical SpecificationClause 802, 804,805,806,807, 1202 & 1203. PCC grade M -20 (Flooring ) |
| 41 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design inSingle Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granularmaterial in single row includingfixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. |
| 42 | Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 |
| 43 | Providing and laying MS pipes 300 mm dia and 6.00 m long for cross drainages in different KMs for the cultivation of land. (LMR) |
