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| 1 | BRIDGE PROPER |
| 2 | Earth work in excavation of foundation of structures as per drawing and technical specification, 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. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 3 | Earth work in excavation of foundation in all kinds of Hard Rock ( blasting prohibited ) of structures as per drawing and technical specification, 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. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 4 | Supplying, Providing & laying Plain cement concrete M-15 grade (cast-in-situ) in nominal mix below Foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as levelling course as per drawing and technical specification section 1000, 1500 & 2100 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 5 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M30 in Foundation complete as per Drawing and Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer in charge as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 6 | Supplying, decoiling, straightening, cutting, bending, placing in position and tying the grills of HYSD steel reinforcement Fe 500 conforming to IS-1786, 2008 in position binding with galvanized binding works of 18 gauge complete for all RCC works in Foundation as per working drawing and technical specification section 1000,1500,1600, 2300 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 7 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M30 in Sub-structure complete as per Drawing and Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer in charge as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 8 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M30 in Sub-structure of Retaining wall complete as per Drawing and Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer in charge as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 9 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M30 in Pier/Abutment Cap complete as per Drawing and Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer in charge as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 10 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M30 in Dirt Wall and Corbel complete as per Drawing and Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer in charge as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 11 | Supplying, decoiling, straightening, cutting, bending, placing in position and tying the grills of HYSD steel reinforcement Fe 500 conforming to IS-1786, 2008 in position binding with galvanized binding works of 18 gauge complete for all RCC works in Foundation as per working drawing and technical specification section 1000,1500,1600, 2300 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 12 | Supplying, Providing, fixing weep holes in plain / reinforced concrete abutments / return walls/retaining walls as per drawings and technical specifications section 2200, 2700 ( Clause 2706) of MORTH specification for Road & Bridge works (5th revision) with 100mm dia PVC pipe extending through the full width of the structure with slope of one vertical x 20 horizontal towards drainage face complete including full compensation to all inclusive costs all operations, contingencies incidetals involved for the finished defect free item of work complete to specification and instruction of Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 13 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2200, 2504.2.2. of MoRTH specifications for Road & Bridge works (5th revision) & 710.1.4.of IRC:78 to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, return wall & retaining wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and instruction of Engineer in charge.. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 14 | Back filling behind abutment complete as per drawing and Technical Specification section 2200, IRC-78 and instruction of Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 15 | Sand Filling in foundation & plinth with water & ramming with roller complete as per the direction of Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 16 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 17 | Reinforced cement concrete in M30 (Cast - in - Situ) as per drawing and Technical Specifications in Pedestal as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer -in - charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 18 | Providing supplying and laying Reinforced concrete of grade M30 using graded crushed stone aggregate and coarse sand, cement of approved quality in Girder as per approved drawings and sections of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer -in - charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 19 | Providing supplying and laying Design Mix Reinforced Cement Concrete of grade M30 (Cast - in - Situ) in deck slab using graded crushed stone aggregate and coarse sand, cement of approved quality (IRC 383) in D as per approved drawings and sections 1000, 1500, 1600, 1700 and 2200 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer -in - charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 20 | Supplying, decoiling, straightening, cutting, bending, placing in position and tying the grills of HYSD steel reinforcement Fe 500 conforming to IS-1786, 2008 in position binding with galvanized binding works of 18 gauge complete for all RCC works in deck slab, girder,cross girder as per working drawing and technical specification section 1000,1500,1600, 2300 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 21 | Supplying, Providing & laying reinforced cement concrete M-40 grade (cast-in-situ) as per mix design prepared under relevant IS/IRC concrete codes using graded crushed stone aggregates cement and coarse sand of approved quality and quantities in Wearing coat using weigh batching, mechanically mixing, vibrating, centering & shuttering, decentering using necessary plant equipments & machinery including full compensation to all inclusive costs all operations contingencies incidentals involved for the finished defect free item of work complete to specification including cost of reinforcement complete as per drawing and technical specification and section 1000, 1600, 2700, 900, 100 of MORTH specification for Road & Bridge works, (5th revision) as directed by Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 22 | Providing and laying of compression seal joint consisting of steel armoured nosing at two edges of the joint gap suitably anchored to the deck concrete and a preformed chloroprene elastomer or closed cell foam joint sealer compressed and fixed into the joint gap with special adhesive binder to cater for a horizontal movement upto 40 mm and vertical movement of 3 mm as per drawing and technical specification sections 2600 of MORTH specification for Road & Bridge works (5th revision) complete as directed by Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 23 | Providing& fixing steel pipe dia of material duly approved as utility duct with all costs, all operations contingencies, incidentals involved in the finished defect free item of work as per Drawings and directions of the Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 24 | Providing& fixing steel drainage spouts with all costs, all operations contingencies, incidentals involved in the finished defect free item of work as per Drawings and directions of the Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 25 | Providing& fixing PVC 100mm pipe dia of material duly approved in drainage pipe with all costs, all operations contingencies, incidentals involved in the finished defect free item of work as per Drawings and directions of the Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 26 | Provision of an Reinforced cement concrete crash barrier at the edges of the bridge and approaches to bridge structures, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineerand as per Technical Specifications section 809 of MORTH specification for Road & Bridge works (5th revision). as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 27 | Supplying, Providing & laying plain Cement Concrete M-15 grade (cast-in-situ) design mix using graded crushed stone aggregates, cement and coarse sand of approved quality and quantity in approach slab as per drawing and technical specification sections 1000, 1500, 1600,1700, 2700 (Cl.2704), of MORTH specification for Road & Bridge works (5th revision) but including reinforcement complete as directed by Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 28 | Supplying, Providing & laying Reinforced Cement Concrete M-30 grade (cast-in-situ) design mix using graded crushed stone aggregates, cement and coarse sand of approved quality and quantity in approach slab as per drawing and technical specification sections 1000, 1500, 1600,1700, 2700 (Cl.2704), of MORTH specification for Road & Bridge works (5th revision) but including reinforcement complete as directed by Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 29 | Providing and Painting with Two Coats Weather Coat Paint (exterior grade) of approved make & shade manufactured by reputed manufacturer like NEROLAC / ASIAN / BERGER / DULUX or equivalent to make an even finished surface over a coat of water bound cement primer and wall putty in all heights with all scaffolding and staging charges including cost, conveyance, cost of all labours, T & P, sundries etc. as required for the work complete. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 30 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces as per section 800 of MoRTH specifications for Road & Bridge works (5th revision) and instruction of Engineer in charge as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 31 | Supplying, Providing and laying gravel backing /Filter material underneath stone / Cement Concrete Block pitching on slopes complete as per drawing and Technical Specifications Section 2504 of MORTH specification for Road & Bridge works (5th revision) and and as per direction of Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 32 | Supplying and provding stone Pitching on slopes using sound ,hard, durable and fairly regular in shape and weighing each stone not less than 40 kg, as per drawings and Clause 2504 of Technical specification for Road & Bridge works MORTH (5th revision) and as direction of Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 33 | Fixing 25 mm. dia anchor bars in foundation rock including drilling 35 mm. dia holes, fixing wedged anchor and grouting with cement mortar 1:4 complete as per the direction of Engineer-in-charge excluding cost of M.S. rods for dams, barrages and power house structures including pull testing of 30% of anchors. (Depth of hole only to be measured for payment purpose). Per 1 r.m. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 34 | Providing, fitting and fixing mild steel railing complete as per drawing and technical specification as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 35 | Laying and Jointing PVC Pipe. Heading |
| 36 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 37 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 38 | Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 39 | Construction of embankment with materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 40 | Excavation of any approved type of soil in borrow area by Mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 3 km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-incharge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 41 | Construction of Sub grade using approved materials having CBR not less than 8%, with all leads and lifts, transpoting to site, spreading, grading, to required slope, camber, as per drawings, and watering, compacting by using vibratory roller to meet required density etc complete as per Clause 305 of Technical specification for road and bridge works MORT&H (5th revision) complete and as per direction of Engineer-in-charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 42 | Construction of granular sub-base by providing close Grading VI spreading in uniform layers with motor grader on prepared surface, mixing by place in method rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 43 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 44 | Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 45 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared Bituminous surface cleaned with mechanical broom. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 46 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total 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. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 47 | Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of 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. 509 complete in all respects. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 48 | Painting two coats over one coat of primer after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces including all cost etc complete as per direction of engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 49 | Supply, spreading Moorum to required level for both side shoulder as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 50 | Road Safety Furniture |
| 51 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge.(Approach A1 & A2) |
| 52 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge.(Bridge) |
| 53 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge.(90 cm equilateral triangle) |
| 54 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. (60 cm circular) |
| 55 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. (80 cm x 60 cm rectangular) |
| 56 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. (Hazard marker (60cm x 45 cm rectangular) |
| 57 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. (Direction and place identification signs) |
| 58 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 150 x 75 x 5 mm, 330 mm long complete as per clause 810 Sr.8.23 as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 59 | Geo Bag |
| 60 | Supplying and fixing in position of Matex N 60.1 Non-Woven Geotextile having GSM 270 (Roll width 4.5 mX100 m ) made of PP (Polypypropylene fiber) (Harsh installation condition as per IRC SP 116 & MoRTH)NON-WOVEN PP fabric ( UV protected )GEOBAG including all cost of labour , carriage, machineries etc. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 61 | Labour for filling the empty polypropine Geo polythine bags Non-woven PP GeobagProduct – 300GSM PP NON-WOVEN GEOBAG, UV PROTECTED(SIZE – 1M X 0.7M)incluing cost and carriage with sand ,sewing & laying in position including cost, carriage of sand etc… complete as directed by the Engineer-In- Charge as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 62 | Drain & Culvert |
| 63 | Supplying and fixing in position of Matex N 60.1 Non-Woven Geotextile having GSM 270 (Roll width 4.5 mX100 m ) made of PP (Polypypropylene fiber) (Harsh installation condition as per IRC SP 116 & MoRTH)NON-WOVEN PP fabric ( UV protected )GEOBAG including all cost of labour , carriage, machineries etc. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 64 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 65 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 66 | Supplying and fixing in position of Matex N 60.1 Non-Woven Geotextile having GSM 270 (Roll width 4.5 mX100 m ) made of PP (Polypypropylene fiber) (Harsh installation condition as per IRC SP 116 & MoRTH)NON-WOVEN PP fabric ( UV protected )GEOBAG including all cost of labour , carriage, machineries etc. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 67 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 68 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 69 | Supplying and fixing in position of Matex N 60.1 Non-Woven Geotextile having GSM 270 (Roll width 4.5 mX100 m ) made of PP (Polypypropylene fiber) (Harsh installation condition as per IRC SP 116 & MoRTH)NON-WOVEN PP fabric ( UV protected )GEOBAG including all cost of labour , carriage, machineries etc. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 70 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 71 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 72 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 73 | RCC Protection Wall for Bank |
| 74 | Earthwork for foundation in hard soil or gravelly soil within 50 mtr initial lead and 1.5mtr initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth and as per direction of the Engineer-in-charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 75 | Sand Filling in foundation & plinth with water & ramming with roller complete as per the direction of Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 76 | Supplying, Providing & laying Plain cement concrete M-15 grade (cast-in-situ) in nominal mix below Foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days as levelling course as per drawing and technical specification section 1000, 1500 & 2100 of MORTH specification for Road & Bridge works (5th revision) as directed by Engineer in charge as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 77 | Providing supplying and laying Design Mix Reinforced Cement Concrete with grade M30 in Sub-structure complete as per Drawing and Technical Specifications as per approved drawings and sections 1000, 1500, 1600, 1700 and 2100 of MORTH specifications for road and bridge works(5th revision) excluding the cost of reinforcement complete as directed by Engineer in charge as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 78 | Supplying, fitting and placing HYSD bar reinforcement complete as per drawing and technical specifications as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 79 | Filling foundation and plinth with excavated earth with ramming and watering etc. complete and as per direction of Engineer-in-Charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 80 | Filling bitumen and cement and jute fibre in expansion joints inclusive of cost of materials, bitumen and cement proportion (3:1) including cleaning before pouring 12mm to 25mm and 15cm depth with hire & running charges of all machineries with all labour & T & P required for the work etc. complete in all respect as per spection and direction of the Engineer in charge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. |
| 81 | Excavation of any approved type of soil in borrow area by Mechanical means loading into and transportation by mechanical means and unloading the soil within initial lead of 3 km on properly prepared and scientifically approved surface including spreading and levelling the earth in 22.5 cm layers to make ready for watering and compaction with sheep foot rollers and dozers but excluding watering and compaction in dams and dykes for all heights including construction, maintenance, watering and lighting of haul road and borrow area etc. complete as per the direction of Engineer-incharge. as per MoRTH Specification etc. complete including all cost incidental to work but excluding GST as per specification and direction of Engineer-in-charge. Please Enable Macros to View BoQ information |
