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| 1 | PART A -Bridge Work |
| 2 | Foundation Work |
| 3 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305Upto 3m |
| 4 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.PCC - M15 |
| 5 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.RCC - M35 |
| 6 | Bored/cast-in-situ piles complete as per drawing andtechnical specification as per MoRTH Specification :Section 1100, 1600 & 1700 excluding reinforcement.2.9.4.4 R.C.C. grade M35 |
| 7 | Providing structural steel liner upto 10mm thick forcurbs, steining for wells and piles including fabricatingand setting out as per detailed drawing as per MoRTHSpecification : Section 1200 & 1900upto 7m depth |
| 8 | Providing and laying steel reinforcement at any levelin foundation/ pile/ pile cap complete as per drawingand clause 1600 of MoRT&H Specification includingall material, labour and machinery. |
| 9 | Initial and routine test for vertical load testing of pile.Pile load test on single vertical pile in accordance withIS:2911(Part-IV) 2013 (note: Initial load test/ routine test includes Bored/castin-situ pile/ ancore pile etc with rcc and reinforcementas per design)Initial Load Test |
| 10 | Initial and routine test for vertical load testing of pile.Pile load test on single vertical pile in accordance withIS:2911(Part-IV) 2013 (note: Initial load test/ routine test includes Bored/castin-situ pile/ ancore pile etc with rcc and reinforcementas per design)For lateral load testing of pile |
| 11 | Non destructive Integrated testing of cast-in-situ pileusing pile deriving analyzer or equivalent as detailedin specification and as approved by Engineer. |
| 12 | Sub-structure work |
| 13 | Structural Cement concrete for plain concrete/reinforced concrete for substructure at any level,complete as per drawing and technical specification.Using Batching Plant, Transit Mixture, and ConcretePump. Design mix concrete - [MoRTH Specification :Clause 1500&1700] R.C.Cincluding formworkR.C.C. grade M35 above 5 metre & upto 10 metreheight |
| 14 | Supplying, fitting and placing TMT bar reinforcement insub structure/ superstructure at all level complete as per drawing and clause 1600 & 2200 of MoRT&H Specification including all material, labour, machinaryetc. |
| 15 | Supplying, fitting & fixing in positon true to line &level,Elastromeric Bearing conforming to IRC:83 (Part IISection IX) complete including all acce-ssories as perdrawing & technical specification as per MoRTHSpecfication Section 2000 |
| 16 | Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 |
| 17 | Super-structure work |
| 18 | Structural Cement concrete for reinforced concrete insuperstructure at any level complete including steelformwork, scaffolding etc. as per drawing and technicalspecification as per Design mix MoRTH Specification1500 & 1700 - (M40 T-beam and Slab) |
| 19 | Providing and laying Steel reinforcement at any level infoundation complete as per drawing and technicalSpecification as per MoRTH Specification : Section:1600 |
| 20 | Reinforced cement concrete wearing coat M30 grade atany level including formwork and reinforcementcomplete as per drawing and technical specification asper MoRTH Specification 2202, 1500 &1700 |
| 21 | Providing and laying reinfored Cement Concrete gradeM30 design mix railing complete as per drawing andtechnical specification as per MoRTH Specification:1500, 1600 & 1700 |
| 22 | Drainage spouts complete as per drawing and MoRTH specifications Clause 2705 |
| 23 | Providing and laying of an elastomeric slab seal expansion joint complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer’s instructions for installlation and as per MoRTH specifications Clause 2605 & 2610 |
| 24 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level.PCC M-15 |
| 25 | Structural Cement concrete for reinforced concrete insuperstructure at any level complete including steelformwork, scaffolding etc. as per drawing and technicalspecification as per Design mix MoRTH Specification1500 & 1700. M 30 grade T-BEAM slab superstructure for approach slab |
| 26 | Load testing of one or more spans of bridge as selectedby the Engineer as per approved load test procedurefollowing relevant IS/IRC/Railway codes with contractor’s labour, deflection measuring instruments,loading materials, recoding and analyzing the loadtesting results including all lead & lift, etc. complete asrequired. The rates are all inclusive and will be paidafter load test is finished and girder is cleared of thekentledges /loading material etc. The load shall be 1.25times the stipulated design load Based on Design load& not span |
| 27 | Extra for increase of 100 MT or part thereof in the spanload Extra for increase of 100 MT or part thereof in thespan load(Load upto 800MT) |
| 28 | MISCELLANEOUS WORK |
| 29 | Dismantling 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 MoRTH Specification Clause 202. |
| 30 | Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material |
| 31 | Providing and laying of Filter media with granularmaterials/stone crushed aggregates satisfying therequirements laid down in clause 2504.2.2. of MoRT&Hspecifications with smaller size towards the soil andbigger size towards the wall and provided over theentire surface behind abutment, wing wall and returnwall to the full height compacted to a firm conditioncomplete as per drawing and technical specificationincluding all material, labour, machinery as per clause710.1.4 of IRC:78 and clause 2200 of MoRT&Hspecification. |
| 32 | Providing and laying graded stone aggregate FilterMaterial underneath pitching on slopes complete as perdrawing and technical Specification as per MoRTHSpecification : Clause 2504 |
| 33 | Providing and laying pitching on slopes laid over prepared filter media as per drawing and MoRTH specifications Clause 2504.2.1Stone/Boulder |
| 34 | 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 MoRTH Specification Clause 801 |
| 35 | Hire Charges of Pumset of Capacity 4000 litres/hour |
| 36 | PART B - Road Work |
| 37 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201. (A) In area of non-thorny jungle |
| 38 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 3001 and 300-2 as per MoRTH Specification Clause 305.3 |
| 39 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 (Lead For 5km) |
| 40 | Granular Sub-Base with Close Graded Material (Table:- 400-1)Providing laying spreading and compacting specified graded sand,gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete.[MoRTH specification : Clause 401]. By mechanical means. |
| 41 | Wet Mix MacadamProviding, laying spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed 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 of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. |
| 42 | Prime CoatProviding and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 |
| 43 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 44 | Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads 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 MoRTH Specification Clause 504. Bitumen (VG-30) |
| 45 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) BinderProviding, laying and rolling of open-graded premix carpet of 20 mmthickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity 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 MoRTH Specification Clause 510.Bitumen (VG-30) |
| 46 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511(Type B)Bitumen (VG-30) |
| 47 | KilometreStoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801Ordinary Kilometer Stone (Precast) |
| 48 | KilometreStoneReinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801200 m stone (precast) |
| 49 | Providing and fixing of retro-reflectorised cautionary, mandatoryand informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide Clause 801.3.1 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 per drawings and MoRTH Specification Clause 801Give Way 900 mm equilateral triangle |
| 50 | Providing and fixing of retro-reflectorised cautionary, mandatoryand informatory sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide Clause 801.3.1 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 per drawings and MoRTH Specification Clause 801Stop 900 mm side octagon |
| 51 | Direction and Place Identification signs upto 0.9 sqm size boardProviding and erecting direction and place identification retroreflectorised sign as per IRC:67 made of encapsulated lenstype reflective sheeting vide Clause 801.3.1. fixed ove 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 andMoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board |
| 52 | 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 CRC rolled channel vertical post, 150 x 75 x 5 mm spaced 2 mm centre to centre,1.8 m high, 1.1 m below ground / road level, all steel parts andfitments 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 MoRTH specification Clause 811.3. |
| 53 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\" C with a special applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
