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| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned upto a lead of 1000metres including removal and disposal of top organic soil not exceeding 150mm in thickness as per Clause 201 of MoRT&H Specifications for Road & Bridge works Latest Revision & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 2 | Earth work in Excavation for foundation of structures in ordinary Rock as per drawings and technical specifications, 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, complete in all respectasperSection900andClause304of MoRT&HSpecificationsforRoad&Bridgeworks(Latest Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 3 | Earthwork in excavation for road way/ Structure in ordinary soil with hydraulic excavator of 0.9 Cum bucket capacity including cutting and loading in tippers, setting out, dressing of section to correct line, level, grade and camber transporting to embankment site within all lifts and lead upto 1000mtr., utilising the surplus earth locally for road work where ever required, back filling the excavated earth to the extent required complete in all respect asperapproveddrawingandtechnical specificationsasperSection900andClause301of MoRT&HSpecificationsforRoad&Bridgeworks(Latest Revision) & including cost of all labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 4 | Construction of embankment with approvedmaterials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 5 | Construction of sub-grade and earthen shoulders with approvedmaterials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per approved drawing and technical specifications complete in all respect as per Section 900 and Clause 305 of MoRT&H Specifications for Road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 6 | Providing, filling clean sand of approved quality in foundation trenches of structures in uniform layers , watered and rammed/ compacted as per approved drawing andtechnical specifications complete in all respect as per Clause 401 and 304 of MoRT&H Specifications for road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 7 | Providing and laying P.C.C M-15 gradein foundation using 40mm down graded crusher broken stone aggregates as per approved drawing and technical specifications complete in all respect as per Section 900, 1000, 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 8 | Levelling course |
| 9 | Foundation |
| 10 | Sub-structure |
| 11 | PCC M-20 Grade in sub-structure bed with formwork of structure & CD work using 40 to 10mm size crushed stone aggregates mixed, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (5th Revision) and direction of Engineer in charge. |
| 12 | Providing ad laying RCC of M20 garde in foundation for CD work of controlled quality having minimum cube strength of 200 Kg/CM2 at 28 days using 20mm and down graded black hard granite crusher broken stone agrregates, clean rever sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500,1700, 2200 & 2300 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 13 | Foundation |
| 14 | Sub Structure |
| 15 | Bored cast-in-situ M35 grade R.C.C. 1000 mm dia Pile excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000mtr including construction of island etc. if require for te work complete as per clause 1100 and 1700 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 16 | Providing and fixing Steel Linear 8mm thick for piles includingfabricating and setting out as per detailed Drawing and clause No. 1200 & 1900 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 17 | Providing ad laying RCC of M35 garde of controlled quality having minimum cube strength of 350 Kg/CM2 at 28 days in PILE CAP by using Batching Plant and 20mm and down graded black hard granite crusher broken stone agrregates, clean river sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500,1700 and 2200 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 18 | Providing ad laying RCC of M30 garde of controlled quality having minimum cube strength of 300 Kg/CM2 at 28 days by using Batching Plant and 20mm and down graded black hard granite crusher broken stone agrregates, clean rever sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500,1700, 2200 & 2300 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 19 | Abutment, Piershaft, Return wall |
| 20 | Abutment, Pier cap |
| 21 | Dirt Wall, Wing wall, Tie beam |
| 22 | Girder |
| 23 | Deck Slab |
| 24 | Providing ad laying RCC of M40 garde of controlled quality having minimum cube strength of 400 Kg/CM2 at 28 days in Bearing Pedestral by using Batching Plant and 20mm and down graded black hard granite crusher broken stone agrregates, clean river sand from approved quarry and using minimum quantity of approved quality cement as per clause 303.5 of IRC -21-1987 and IS-456-1987 including hoisting , lowering and laying concrete in layers to the required thickness and compacting each layer by means of vibrator including watering, curring and cost convence royality taxes etc all complete including rigid centering, shutering but excluding cost of reinforcement as per section 900,1000,1500,1700 and 2200 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge |
| 25 | Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX andclause 2000, 2005 & 2200 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 26 | Supplying,straightening ,cutting,fitting and placing in positioncoiled or bend up M.S. rod / HYSD bars confirming to grade Fe-500, (Confirming to ISI specification) and jointing if necessary by lapping and tying the grills and placing in position as required for RCC work as per approved design, hoisting, lowering and laying in position including cost conveyance & taxes of M.S. rod / tor steel(Primary Producer like- SAIL /RINL /TATA /JINDALSTEEL /SHYAM STEEL) make and binding wire of 18 to 20 gauge (as approved by the deptt.as per Section - 1000 and 1600ofMoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost of all materials,labour, T&P,etc. complete and as per direction ofEngineer-in-charge. (weight of over lapping, couping, welded joints, spaeer bar, chair, stage, hanger andbinding wires shall not be considered for payment at all. Standard co-efficient of different size of the steel shall be considered. Welding & lapping should be confirming to relevant clause of IRC 1987 in all heights) |
| 27 | Providing and laying 25 mm thick mastic asphalt wearing course with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laid to required level and slope after cleaning the surface, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of 13.2mm nominal size @ 0.005cum per 10sqm and at an approximate spacing of 10cm center to center in both directions, pressed into surface when the temperature of surfaces is not less than 100 degree centigrade,protruding 1 mm to 4 mm over mastic surface all complete as per Clause 515 of MoRT&H Specifications for Road & Bridge works (5th. Revision) |
| 28 | Construction of granular materialby providingGranular sub-baseGrading-VI material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density as per approved drawing andtechnical specifications complete in all respect as per Section 900 and Clause 401 of MoRT&H Specifications for road & Bridge works(latest Revision)including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 29 | Providing wet mix macadum using crushed stone aggregates as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 406 of MoRT&H Specifications for road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 30 | Providing and applying primer coat with Medium setting bitumen emulsion on prepared surface of granular base, including clearing road surface and spraying primer @ 0.60 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respectas per Section900,Clause501.5.2&502ofMoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 31 | Providing and applying tack coat with Medium setting bitumen emulsion on the prepared bituminous/ granular surface including cleaning with mechanical broom and spraying bitumen emulsion @ 0.20 Kg/ Sqm using mechanical means as per approved drawing and technical specifications complete in all respect as per Section900,Clause501.5.2&503ofMoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 32 | Providing and laying dense bituminous macadam Grading ll with hot mix plant minimum capacity of 60-90 TPH Producing an avarage out put 75tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen @4.5% of total mix, transporting the hot mix to work site, laying with ahydrostatic paver finisher with sensor control to the required grade, level andalignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per approved drawing and technical specification complete in all respect as per Clause 507 of MoRT&H Specifications for Road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 33 | Providing and layingbituminous concrete grading-II with minimum capacity of 60-90 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @5per 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 approved drawing and technical specification complete in all respect as per clause 509 of MoRT&HSpecifications for Road & Bridge works(latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 34 | 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 section 2600 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 35 | Providing Reinforced cement concrete M-40 grade crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 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 & as specified section 811,900,1000,1500,1600,1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 36 | Providing and fixing Drainage spout as per approved drawing and technical specifications including cost of all labour, materials,T&P required for the work etc. complete asper section 2705 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 37 | RCC M-30 grade in Approach slab including steel of CD work with formwork using 20 to 10mm size crushed stone aggregates mixed, laying in layers and compacting including cost, conveyance, royality of all materials & cost of all labour, machinery etc complete as per approved Drawing & Technical Specifications and Section 1500, 1600, 2300 & Clause- 2704 of MoRT&H Specifications for Road & Bridge works (5th Revision) and direction of Engineer in charge. |
| 38 | Painting two coats withsynthatic enamel paints on any elevation on road kerb, parapet & guard postincluding costof Paints & cost of all labour etc complete as per Technical Specifications and Clause-803 ofMoRT&H Specifications for Road & Bridge works (5th Revision) and as per direction of Engineer-in-Charge. |
| 39 | Providing, laying gravel backing to aprons & revetments and providing filter material using gravel underneath pitching in slopes as per approved drawing and technical specifiactions complete in all respect as per Section 900, 1000 & 2500 of MoRT&H Specifications for Road & Bridge works (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc. complete and as per direction ofEngineer-in-charge. |
| 40 | Providing Rough stone dry packing in aprons and revetments and stone pitching in slopes and boulder approns etc with hard granite stone of size 30 cm and above as per approved drawing and technical specificationscomplete in all respect asperSection900,1000and2500of MoRT&HSpecificationsforRoad&Bridgeworks(Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 41 | Providing weep wholes in plain/reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and section 2200 & 2706 of MORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 42 | Providing and laying filter media with granular materils/stone crushed agreegates satisfying the requirements laid down in clause 2200 and 2504.2.2 of MpRTH specification (latest revesion) to a thickness of not less than 600 mm width smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical specification and direction of Engineer in charge. |
| 43 | Back filling behind abutment, wing wall and return wall with sand including cost conveyance, taxes as per specifiation complete as per drawing and Technical sprcification as per section 2200 ofMORT&H specification for road and bridge work (latest revision) and direction of Engineer in charge. |
| 44 | Providing, laying and fixing in position reinforced cement concrete 1200mm dia NP4 Hume pipesfor culverts on first class bedding of granular materialsincluding pointing ends fixing collars with cement mortar 1:3 for finished item of work as per approved drawing and technical specifications complete in all respectas per Section 1000 & 2900 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 45 | Providing road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads@250gms per sqm area , thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level, uniform and free from streaks and holes etc.for finished item of work as per approved drawing and technical specification complete in all respect as per Section 900 and Clause 803 of MoRT&H specification for road and bridge work (Latest Revision) & including cost & conveyance of all materials, labour, T&P, royalty etc complete and as per direction of Engineer-in-Charge. |
| 46 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of high intensity grade sheeting vide Clause No. 801.3 of specifications for road and bridge works of Ministry of Road Transport & Highways (Latest Revision) fixed over aluminium sheeting, 1.5mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm , firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing& including cost of all materials, labour, T&P,royalty etc completein all respect and as per direction of the Engineer-in-charge. |
| 47 | 90 cm Equilateral traingle |
| 48 | 60 cm Circular |
| 49 | 80 cm x 60 cm rectangular |
| 50 | 90 cmoctagonal |
| 51 | Providing & erecting a \"W\" metal beam crash barrier comprising of 3mm thick corrugated steel metal beam rail, 70cm above road/ ground level fixed ISMC series channel vertical post 150 x 75 x 5 mm spaced 2m centre to centre, 1.8m high, 1.1m below ground / road level, all steel part & filments to be galvanised 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 150mm x 75mm x 5mm, 330mm long complete as per clause-811 of MoRT&H Specifications for Road & Bridge works (5th Revision). |
| 52 | Approved for 37 ( Thirty seven items only) |
