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| 1 | 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, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., completeas per the direction of the Engineer-In-Charge for successful completion of work.I-B-(i).Ordinary soil - Mechanical Means - Depth upto 3 m |
| 2 | Minor Bridge at Km.63.464 |
| 3 | Minor Bridge at Km.65.498 |
| 4 | Construction of Culverts |
| 5 | 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, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete as per the direction of the Engineer-In-Charge for successful completion of work I-B-(ii).Ordinary soil - Mechanical Means - Depth 3 m to 6 m |
| 6 | Minor Bridge at Km.63.464 |
| 7 | Minor Bridge at Km.65.498 |
| 8 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibrationincluding formwork, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportationstacking charges, finished exposedfacesetc., completeas per the direction of the Engineer-In-Charge for successful completion of work |
| 9 | Minor Bridge at Km.63.464 |
| 10 | Minor Bridge at Km.65.498 |
| 11 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.includingformwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces neatly,etc., complete. completeas per the direction of the Engineer-In-Charge for successful completion of work .RCC Grade M35 using batching plant transit mixer & Concrete pump |
| 12 | Minor Bridge at Km.63.464 |
| 13 | Minor Bridge at Km.65.498 |
| 14 | RCC Grade M35 using batching plant transit mixer & Concrete pump, includingformwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces,etc., complete as per the direction of the Engineer-In-Charge for successful completion of work- Height upto 5m |
| 15 | Minor Bridge at Km.63.464 |
| 16 | Minor Bridge at Km.65.498 |
| 17 | RCC Grade M35 using batching plant transit mixer & Concrete pump, includingformwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces,etc., complete as per the direction of the Engineer-In-Charge for successful completion of work- Height upto 5m to 10m (As per design mix) |
| 18 | Minor Bridge at Km.63.464 |
| 19 | Minor Bridge at Km.65.498 |
| 20 | RCC Grade M35 using batching plant transit mixer & Concrete pump, includingformwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces,etc. complete as per the direction of the Engineer-In-Charge for successful completion of work .Height 5m to 10m.( As per design mix) |
| 21 | Minor Bridge at Km.65.498 |
| 22 | PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification PCC grade M15 using batching plant & concrete pump, includingformwork, centering, vibrating, compacting, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces,etc., complete. as per the direction of the Engineer-In-Charge for successful completion of work. |
| 23 | Minor Bridge at Km.63.464 |
| 24 | Minor Bridge at Km.65.498 |
| 25 | Reinforced cement concrete approach slab includingformwork, vibrating, compacting, cost of all labour, materials, usage charges of machinery, including reinforcement, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces,etc., complete. as per drawing and Technical specification complete as per the direction of the Engineer-In-Charge for successful completion of work.( As per design mix) |
| 26 | Minor Bridge at Km.63.464 |
| 27 | Minor Bridge at Km.65.498 |
| 28 | Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. includingstraightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 29 | Minor Bridge at Km.63.464 |
| 30 | Minor Bridge at Km.65.498 |
| 31 | Construction of Culverts |
| 32 | Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. includingstraightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc.,complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 33 | Minor Bridge at Km.63.464 |
| 34 | Minor Bridge at Km.65.498 |
| 35 | Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. includingstraightening bar, cutting, bending, hooking binding with approved quality binding wire, after placing in position, tying, lapping and/or welding whereever required ( laps, hooks wastages shall not be measured & paid) incluidng cost of all materials, fabrication charges, all labour, material, usage charges of machinery, lead, lifts, loading, unloading, stacking, transporting etc.,with all other incidental charges etc. |
| 36 | Minor Bridge at Km.63.464 |
| 37 | Minor Bridge at Km.65.498 |
| 38 | Back filling behind abutment, wing wall and return wallincluding cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specification.with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work.1.Granular material |
| 39 | Minor Bridge at Km.63.464 |
| 40 | Minor Bridge at Km.65.498 |
| 41 | Construction of Culverts |
| 42 | Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications 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, wing wall and return wall to the full height compacted to a firm condition, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting,, etc., with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work |
| 43 | Minor Bridge at Km.63.464 |
| 44 | Minor Bridge at Km.65.498 |
| 45 | Construction of Culverts |
| 46 | Crash Barriers :Provision of an Reinforced cement concrete M-40 grade crash barrier at the bridge deck & approaches to bridge structures, constructed with reinforced cementconcrete with TMT Fe 500 grade reinforcement conforming to MoRT&H specificationand as per details given in IRC-5 including dowell bars, expansion joints filled withpremoulded asphalt filler board etc., and approved drawing and at locations directed by the engineer, all as specified,including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work -height 950 mm as per details given IRC-5 |
| 47 | Minor Bridge at Km.63.464 |
| 48 | Minor Bridge at Km.65.498 |
| 49 | Construction of Culverts |
| 50 | For Road |
| 51 | Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of durt, dust, oil grease, efflorescence and applying paint @ the rate of 1 litre for 2 sqm. including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 52 | Minor Bridge at Km.63.464 |
| 53 | Minor Bridge at Km.65.498 |
| 54 | Construction of Culverts |
| 55 | For Road |
| 56 | Drainage Spouts complete as per drawing and Technical specification, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 57 | Minor Bridge at Km.63.464 |
| 58 | Minor Bridge at Km.65.498 |
| 59 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specificationsincludingformwork, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces,, with all other incidental charges.,completeas per the direction of the Engineer-In-Charge for successful completion of work. |
| 60 | Minor Bridge at Km.63.464 |
| 61 | Minor Bridge at Km.65.498 |
| 62 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, 110 mm dia at 4 kg/sqcm fixing with glue extending through the full width of the structure with slope of 1V :20H towards drawing foce, including cost of all materials curingall labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete. as per drawing and Technical Specifications. with all other incidental charges.,completeas per the direction of the Engineer-In-Charge for successful completion of work. |
| 63 | Minor Bridge at Km.63.464 |
| 64 | Minor Bridge at Km.65.498 |
| 65 | Construction of Culverts |
| 66 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., complete with all other incidental charges.,completeas per the direction of the Engineer-In-Charge for successful completion of work. A.Stone/Boulder |
| 67 | Minor Bridge at Km.63.464 |
| 68 | Minor Bridge at Km.65.498 |
| 69 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification, including cost of all labour, material, usage charges of machinery, lead, lifts, loading, unloading, transporting, etc., with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work. |
| 70 | Minor Bridge at Km.63.464 |
| 71 | Minor Bridge at Km.65.498 |
| 72 | Strip Seal Expansion Joint :.Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete including cost of all materialsall labour, material, usage charges of machinery, lead, lifts, loading, unloading transporting, to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer\"s instructions for installation, etc., complete. as per approved drawings and standard specifications with all other incidental charges.,completeas per the direction of the Engineer-In-Charge for successful completion of work. |
| 73 | Minor Bridge at Km.63.464 |
| 74 | Minor Bridge at Km.65.498 |
| 75 | Construction of embankment with approved material obtained from borrow pits laid in layers not exceeding 250 mm loose thickness, spreading, breaking clods, removal of roots and other organic materials to the required line, grade and cross section including watering, consolidation by roller to the desired field density not less than 95% of maximum dry density including all lead, lifts, loading, unloading, all labour, usage charges of all machinery etc., complete as per table 300-2.with all other incidental charges etc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 76 | Minor Bridge at Km.63.464 |
| 77 | Removing all type of Hume Pipes and Stacking including Earthwork and Dismantling of Masonry Works.(Up to 600 mm dia) with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work |
| 78 | 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 including all labour, usage charges of all machinery etc., complete as per the direction of the Engineer-In-Charge for successful completion of work -By Mechanical Means\" |
| 79 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportationstacking charges, finished exposedfacesetc., complete as per the direction of the Engineer-In-Charge for successful completion of work - |
| 80 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications, including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportationstacking charges, finished exposedfacesetc., complete as per the direction of the Engineer-In-Charge for successful completion of work - |
| 81 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportationstacking charges, finished exposedfacesetc., complete as per the direction of the Engineer-In-Charge for successful completion of work - |
| 82 | Plain/Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications.including formwork, centering, curing, cost of all labour, materials, usage charges of machinery, lead, lifts, loading, unloading, transportationstacking charges, finished exposedfacesetc. complete as per the direction of the Engineer-In-Charge for successful completion of work - |
| 83 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specificationsincludingformwork, vibrating, compating, cost of all labour, materials, usage charges of machinery, curing, lead, lifts, loading, unloading, transportationstacking finishing the exposed faces,etc., complete as per the direction of the Engineer-In-Charge for successful completion of work - |
| 84 | 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 materialincluding all labour, usage charges of all machinery etc., complete as per the direction of the Engineer-In-Charge for successful completion of work- Dismantling Brick / Tile work - By Manual Means - In cement mortar\" |
| 85 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified materialincluding all labour, usage charges of all machinery etc., complete as per the direction of the Engineer-In-Charge for successful completion of work-(i).By Mechanical Means using Hydraulic excavator |
| 86 | Excavation for roadwork in soil by hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location,including all labour, usage charges of all machinery etc. complete as per the direction of the Engineer-In-Charge for successful completion of work-(i).By Mechanical Means using Hydraulic excavator |
| 87 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve compaction ofmaximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador,consolidation by rollerincluding all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. as per the direction of the Engineer-In-Charge for successful completion of work |
| 88 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 including protection of edges of GSB layer, cost ofall materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc.,with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work |
| 89 | Providing, laying, spreading and compacting graded stone aggregate as per table 400-12 & 400-13, 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 layersin sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density of 98% includingprotection of edges of WMM layer, cost of all materials, labour, usage charges of all machinery, lighting, guarding, barricading, maintenance of diversion road, loading & unloading all lead, lifts etc., complete,with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work- Using Grader |
| 90 | Providing and applying primer coat with SS1bitumen emulsion complying IS-8887on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means.as per table-500-3, includingcost of allmaterials, labour, usage charges of all machinery, loading & unloading etc., complete,with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work |
| 91 | Providing and applying tack coat with bitumen emulsion(RS1) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared granular surface cleaned with mechanical broom & dusting by air compressor and spraying includingcost of allmaterials, labour, usage charges of all machinery, loading & unloading etc., complete,with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work |
| 92 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 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. 505 complete in all respectsincluding cost of all materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete,with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work |
| 93 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler @2% by weight of aggregate, 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 cost of all materialsall labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete,with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work |
| 94 | Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads at 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, including, barricading, traffic diversion as per IRC-35, cleaning the surface of dirt, dust and other foriegn matter, demarcation at site, traffic control,cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., complete. with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work- 2.5 mm thick |
| 95 | Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered,LED self illumination in active mode, 360 degree illumination and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz. There should be current losses of less than 20 microamperes at 2.4 V in sleepcharging mode to enhance the life of the marker and a full charge should provide for a minimum autonomy of 50 hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm. Also, the surface diameter of the marker shall not be less than 100 mm respectively. The weight of the marker shall not exceed 0.5 Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer, including cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work |
| 96 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm thick aluminium sheeting vide clause 801.3, 4mm thick Aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm Angle mounted on a mild steel circular pipe 65 NB 3.60mtrs high (min effective height 1.30 mtrs), 3.2 mm thickness firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing, cost of all materialsall labour, lead, lifts, loading, unloading transporting etc., with all other incidental chargesand as per the direction of the Engineer-In-Charge for successful completion of work- .60 cm x 45 cm rectangular |
| 97 | 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 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 150 x 75 x 5 mm, 330 mm long complete as per clause 811, including cost of all materialsall labour, lead, lifts, loading, unloading transporting etc.with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work |
| 98 | Providing & laying Reinforced cement concrete pipe NP4/ prestressed concrete pipe for culverts on first class bedding of granular material in single row, including fixing collar with with cement mortar 1:2, but excluding excation, protection works, backfilling, concrte and masonry works in headwall and parapetes, including cost of all materialsall labour, usage charges of machinery, lead, lifts, loading, unloading transporting etc.,with all other incidental charges etc., complete as per the direction of the Engineer-In-Charge for successful completion of work |
