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| 1 | Excavation in all kinds of soil, Soft Rock & Hard Rock by mechanical means including cutting and trimming of side slopes & disposing of Excavated earthwith a lift of 1.50 mtr and lead as directed for safe disposal of un-serviceable/surplus excavated material without damaging private/public property As per Technical specification clause 1603.1. and 1603.2 |
| 2 | Construction of embankment with approved material deposited at site fromroadway 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 | Earthwork in excavation for structures as per drawings and Technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleteriousmaterial and disposing ofsurplus, un-serviceable Excavated earthas directed at site for safe disposal of same without damaging private/public property, dressing of sides, bottom and backfilling in trenches with excavated suitable material including de watering if required. |
| 4 | Providing and laying of plain cement concrete of Grade M-10in open foundations complete as per drawings and Technical specifications. Clause 802, 803, 1202 & 1203.including all leads, lifts and carriages of materials by MT complete. |
| 5 | Providing and laying of plain cement concrete of Grade M-15in open foundation complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete. |
| 6 | Providing and laying of plain cement concrete of Grade M-15in substructure complete as per drawings & Technical specification Clauses 802, 804, 805, 806, 807, 1202 & 1204. Including cost of curing, form work, all leads and lifts and carriages of materials by MT complete. |
| 7 | Providing and laying of plainCement concrete of Grade M-20in open foundation complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing , form work , all leads and lifts and carriages of materials by MT complete. |
| 8 | Providing and laying of plainCement concrete of Grade M-20in Sub-Structure complete as per drawings & Technical specification Clauses 802, 804, 805,806, 807, 1202 & 1204. Including cost of curing , form work , all leads and lifts and carriages of materials by MT complete. |
| 9 | Providing and laying of reinforced cement concrete of Grade M-25inopen foundation as per drawings & Technical specification Clauses 800, 1205.4 and 1205.5, excluding reinforcementbut including curing , cost of form work , all leads and lifts and carriages of materials by MT complete. |
| 10 | 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 and lifts and carriages of materials by MT complete. |
| 11 | Supplying , fitting and placing of HYSD bar reinforcement (Fe415)for RCC work in OPEN FOUNDATION including bending, binding complete as per drawings & Technical specification Clauses 1002, 1010 and 1202 , including cost of binding wire, all leads , lifts, handling & re-handling and carriages of materials by mechanical transport complete. |
| 12 | Supplying , fitting and placing of HYSD bar reinforcement (Fe415)for RCC work in Super Structure including bending, binding complete as per drawings & Technical specification Clauses 1002, 1010 and 1202 , including cost of binding wire, all leads , lifts, handling & re-handling and carriages of materials by mechanical transport complete. |
| 13 | Providing and laying reinforced cementconcrete NP3 pipes1000mm dia conforming to IS 458:2003 for culverts material in single row includingfixing collar with cementmotar 1:2 (1 cement : 2 sand) excluding excavation, protection works, back filling cement concrete and masonry work in head walls parapets clause 1106 but including all leads, lifts, carriages of materials by MT, handling, re-handling complete. |
| 14 | Polygonal/Random Rubble Masonry laiddry un coursed brought to course in sub structure including cost of bond/through stones, including all leads, lifts, carriages,of materials by MT handling and re-handling complete |
| 15 | Polygonal/Random Rubble Masonryun coursed brought to course in cement mortar 1:6 (I cement :6 fine sand) in sub- structure including leveling up as specified level with M-5including cost of through/bond stones ,including all leads, lifts, carriages of materials by MT handling, and re-handling complete |
| 16 | Back filling behind abutment , wing wall and return wall as per drawings and technical specification clause 1204.3.8including all leads, lifts, carriages of materials by MT handling and re-handling complete. ( With Available Stone) |
| 17 | Filling earth in foundation, trenches as per drawing and technical specifications clause 305.3.9 |
| 18 | Providing andlaying of boulder apron laid in wire crates with 4 mm dia G.I wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10% extra for laps and joints weighing not less than 25 Kg each as per drawings & Technical specification Clause 1301 including all leads, lifts, carriages of materials by MThandling, re-handlingand including cost of wire crates complete. |
| 19 | Providing and erecting a \"W\" metal beam crash Barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 2m centre to centre 1.8m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long complete as per clauses 800.10 complete as per specifications A. Type-A, \"W\" MORTH specification No. 810. |
| 20 | Compacting original ground Supporting Sub Grade by loosening of the ground upto the level of300 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 300.5.2 |
| 21 | Construction of Granular Sub-Base by providingWell Graded Material,(Table 400.1) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel 80-100 KN static roller capacity to achieve the desired density, complete as per technical specification clause 401 including all leads , lifts, carriages of materials, loading and Un-loading complete for Grading II Material including all leads lifts and carriages of material by mechanical transport complete. |
| 22 | Providing, laying, spreading & compacting graded stone aggregate to wet mix macadam specification including Premixing the material with water at OMC in mechincial mixer (Pug Mill) , carriage of mix material by Tipper to Site, laying in uniform layers in Sub Base/Base Course on a well prepared Sub-Base and compacting with smooth wheel roller 80-100 KN weight to achieve the desireddenisty including lighting , bearricading and maintenance of diversion , extra as per Table 400.11 and 400.12 andTechnical Specification Clause 406. including all leads lifts and carriages of material by mechanical transport complete. |
| 23 | 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 leads, lifts, carriages of materials , loading and unloading complete by Mechanical transport. (Low Porosity) |
| 24 | Providing and laying bituminous macadam with hot mix plan using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000m 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. By machanical means. (Type Bitumen S-90). |
| 25 | Providing and applying Tack Coat with Bitumen emulsion (RS-I) using emulsion distributor at the rate of 0.25 to 0.30 Kg per Sqm on the prepared granular surfaces treated with primer andcleaned with Hydraulic broom as per technical specification clause 503 includingleads, lifts, carriages, loading and unloading complete by mechanical transport complete. |
| 26 | Providing, 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 VG-10 with shredded waste plastics 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, finshed to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508 The shredded waste plastic of low density polythene confirming to Size passing 2.36 sieve and retained on 600 Micron Sieve and the quantity of the shredded plastic shall be 6 to 8% by weight of Binder Bitumen consiquently the quantity of Bitumen shall be reduced as per IRC SP98-2013 dust and other impurities shall not be 1% at 600 Degree Celcious and also Black coloured plastic should be used (Furnished item) including all carriages by Mechanical Transport, leads and lifts etc. complete. |
| 27 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per technical specification clause 510 including all lead, lifts, carriages of materials by MT loading and unloading complete. By Mechanical Means :Bitumen (S-90) |
| 28 | Construction 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 requirements ofTable 300.2 as per technical specification clause 303.1 including all lead, lifts, carriages of materials by MTloading and unloading complete. |
| 29 | 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*5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm*25mm*5mm. The angle iron frame of the lower most plate and flat iron frame of midle plate will be welded to 2 nos. 75mm*75mm fo 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm*450mm*600mm, 600mm below ground levlel. The top most diamond plate will be welded to middle plate by 47mm*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 aynthetic enamel paintof supirior quality in required shade and colour. All sections of framed posts and steel tubes will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1. |
| 30 | Providing and fixing of typical PMGSY logo Board as per MORD specifications and drawing. |
| 31 | Providing and fixing of retro-reflectorised cautionery,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 mild steel angle iron post 75x75x6 mm firmly fixed to the ground by means of properlydesigned foundation with M-15 grade cement concrete 450mm x450mm x600mm,600mmbelow ground level as per drawing and Technical specification clause 801. |
| 32 | Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing ,etc.as per drawing and technical specification clause 1703 |
| 33 | Ordinary Kilometer Stone (Precast) |
| 34 | 200 m Stone(Precast) |
| 35 | Reinforced Cement Concrete M15 grade Boundary Pillars/ local Stone of Standard design as per IRC:25, fixed in position including finishing and lettering as per T.S. Clause 1704 |
