Ministry Of Road Transport And Highways has published Tender For Construction Of Rub In Lieu Of Lc No 1 Mysore Chamarajanagra Railway Lane Near Kukkarahalli Lake In Mysore City Corporation Limit Mysore. Submission Date for this Tender is 05-06-2024. Subway Tenders in Mysore Karnataka. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 10-Apr-2024 | Extention of time for submission of tender | Date | 02-05-2024 |
| 2 | 30-Apr-2024 | Extension of submission of bid | Date | 05-06-2024 |
| FileName | File Description | File Size |
| c94cd247-b9f6-42ce-af19-70a3a7d281ed.html | Tender Notice | 0 KB |
| BOQ_842290.xls | Tender Document | 0 KB |
| SBD1LC1.pdf | Tender Document | 0 KB |
| SBD2LC1.pdf | Tender Document | 0 KB |
| Tendernotice_1.pdf | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | Earthwork excavation for foundation structures as per drawing and technical specfication, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour, cost of dewateringwith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. In Ordinary Soil by Mechanical means using Hydraulic Excavator(Depth upto 3.00m) |
| 2 | Excavation for Structures 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. II-B. Ordinary Rock (not requiring blasting) - Mechanical Means. including all lead, lifts, labour, cost of dewateringwith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work |
| 3 | Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.including all lead, lifts, labour, cost of dewateringwith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work |
| 4 | Sand Filling in Foundation Trenches as per Drawing & Technical Specification including formwork compacting cost including cost of all labour, materials , usage charges of machnierywith all other lead, lift, loading , unloading , transporattaion stackingincidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work |
| 5 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) PCC Grade M15 A - Case I. PCC Grade M15 using batching plant & Concrete pump |
| 6 | Plain/Reinforced Cement Concrete on open foundation complete as per drawing for Pipe Culvert complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) B - Case I. PCC Grade M20 using batching plant transit mixer & Concrete pump |
| 7 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) RCC Grade M35 H - Case I. RCC Grade M35 using batching plant transit mixer & Concrete pump |
| 8 | RCC grade M 35 using batching plant transit mixer & concrete pump .including formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) H. RCC Grade M35 using batching plant transit mixer & Concrete pump. p. Height upto 5m |
| 9 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage chargeof machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. RCC Grade M25 Using batching plant, transit mixer and concrete pump B (i) (p). For solid slab super-structure -Height upto 5m |
| 10 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage chargeof machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. RCC /PSC Grade M35 Using batching plant, transit mixer and concrete pump D (i) (p). For solid slab super-structure-Height upto 5m |
| 11 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage chargeof machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 12 | Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Including straightening bar, cutting, bending, hooking, binding with approved quality binding wire , after placing in position, tying, lapping and /or welding wherever required including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 13 | Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in sub-structure complete as per drawing & Technical specifications.Including straightening bar, cutting, bending, hooking, binding with approved quality binding wire , after placing in position, tying, lapping and /or welding wherever required including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 14 | Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in super-structure complete as per drawing and technical specificationsIncluding straightening bar, cutting, bending, hooking, binding with approved quality binding wire , after placing in position, tying, lapping and /or welding wherever required including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 15 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specificationincluding cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 1. Granular material |
| 16 | Providing weep holes in Brick masonry/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 force. Complete as per drawing and Technical Specificationsincluding cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 17 | Painting Two Coats on New Concrete Surfaces. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 18 | Casting and installation of single/twin RCC box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by “Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineerin-Charge. Note: 1. The rate includes all items of work/supplies for complete job in all respects except. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. |
| 19 | Extra for using GI Drag Sheet, 1.50 mm thick, for protection of track from subsidence while pushing the box as per design over item no. 031120.including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. Note: The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. |
| 20 | Structural steel Providing structural steel for super-structure including straightening, cutting, placing in position to line, grade, level, lapping, welding/riveting/fitting with nuts and bolts, fabrication charges wherever required cost of all labour, materials, usage charges of machinery, with all lead, lifts, loading, unloading, stacking neatly, transporting, etc., complete as per drawing and technical specifications |
| 21 | Lifting and packing for regrading the existing PSC sleeper track to required height / level in stages not exceeding 75mm or part there of at a time, providing permissible ramp for the track, insertion of moorum / sand / stone ballast uniformly under the existing track and placing the same to safe approved gradient, gauge, cushion including levelling and one round of through packing to allow train movement at restricted speed of 30 kmph for a specified length with all leads & lifts and fixing, marking, painting rail level pegs at every 30m interval. Note: Lifting of track shall be done in stages as per procedure prescribed in latest edition of IRPWM to get the proposed final level as per approved working profile,including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 22 | Linking of BG track (with guard rail ) over ballasted deck bridges with any type of rail section and PSC sleeper including leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor"s grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machineincluding cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 23 | First or Second Through Packing of track of all sleeper density including giving a general lift, as desired to eliminate sag after Deep Screening work, lifting of track, lowering of track and major realignment of curves and formation rehabilitation as per procedure prescribed in latest edition of IRPWM. Note: General lift is normally 25 mm and isolated lift may be up to 50 mm. For PSC Sleeper Track with Sleeper Density of 1540.including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 24 | Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. Lead up to 5 Km |
| 25 | Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. Lead beyond 5 Km and up to 10 km |
| 26 | Insertion of temporary girder in place of formation involving dismantling of track, removal of ballast and neatly stacking for future use, excavation & installation of CC crib or wooden crib at both ends as per approved design in one or more traffic blocks, excavation for creating space for insertion of girder as required, placement of girder by contractor?s Crane, tools & plants, filling of earth/sand filled bags at different stages as required, linking of track and connecting with the approaches, ballasting, boxing and packing approach sleepers to make track fit for 20 kmph to the satisfaction of Engineer in-charge. with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 27 | Removal of temporary girder, crib on both ends and placing temporary girder on crib / cess away from Railway track as directed by engineer at site under traffic block; filling of Railway"s earth by ramming, pulling ballast from stack / adjoining track / same track, laying track, linking with approach track and packing of ballast for opening track at 20 kmph speed, boxing & dressing of cess, ballast profiling etc. RH /Temporary girder of length above 16.3m and up to 26.00 using Road crane capacity of 80 MT with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 28 | Supplying fabricating and erecting welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor?s materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 29 | Clearing and Grubbing Road Land 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 usedincluding removal and disposal of top organic soil not exceeding 150 mm in thickness.(for new roads)including cost of all labour, materials , usage charges of machnierywith all other lead, lift, loading , unloading , transporattaion stackingincidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (iii) A. In area of light jungle - By Mechanical Means using Motor Grader. |
| 30 | Excavation for Structures 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, materials , usage charges of machnierywith all other lead, lift, loading , unloading , transporattaion stackingincidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work I-B-(i). Ordinary soil - Mechanical Means - Depth upto 3 m |
| 31 | Excavation for Structures 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, materials , usage charges of machnierywith all other lead, lift, loading , unloading , transporattaion stackingincidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work II-B. Ordinary Rock (not requiring blasting) - Mechanical Means |
| 32 | Preparation and Surface Treatment of Formation. Preparation and surface treatment of formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade, profile and rolling with 8-10 tonne smooth wheeled roller, complete as per clause 310.including cost of all labour, materials , usage charges of machnierywith all other lead, lift, loading , unloading , transporattaion stackingincidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work |
| 33 | Excavation for Structures 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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. including cost of all labour, materials , usage charges of machnierywith all other lead, lift, loading , unloading , transporattaion stackingincidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work (i). Ordinary soil B. Mechanical Means (Depth upto 3 m) |
| 34 | PCC 1:3:6 in Foundation Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregates 40mm nominal size mechanically mixed, placed in foundation and compated by vibration including curing including cost of all labour, materials , usage charges of machnierywith all other lead, lift, loading , unloading , transporattaion stackingincidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work |
| 35 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications including formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) PCC Grade M15 A - Case I. PCC Grade M15 using batching plant & Concrete pump |
| 36 | Plain/Reinforced Cement Concrete on open foundation complete as pere drawing for Pipe Culvert complete as per Drawing and Technical Specifications. including formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) B - Case I. PCC Grade M20 using batching plant transit mixer & Concrete pump |
| 37 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. including formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) F case-I. RCC Grade M25 using batching plant & Concrete pump |
| 38 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specificationsincluding formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. (except cost steel & fabrication) F. RCC Grade M25 using batching plant transit mixer & Concrete pump |
| 39 | RCC Grade M25 using batching plant transit mixer & Concrete pumpincluding formwork, centering, vibrating, compacting, cost of all including all lead, lifts, loading, unloading , transpportation, stacking, fininshing the exposed faces neatly , labour, materials, usage cahrgaes of machinery, curing with all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work.. q. Height upto5m |
| 40 | Supplying, Fitting and Placing un-coated TMT Fe 500 grade bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. Including straightening bar, cutting, bending, hooking, binding with approved quality binding wire , after placing in position, tying, lapping and /or welding wherever required including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 41 | Supplying, fitting and placing TMT Fe 500 grade bar reinforcement in super-structure complete as per drawing and technical specificationsIncluding straightening bar, cutting, bending, hooking, binding with approved quality binding wire , after placing in position, tying, lapping and /or welding wherever required including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 42 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specificationincluding cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. 1. Granular material |
| 43 | Providing weep holes in Brick masonry/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 Technical Specifications. including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 44 | Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 45 | Painting Two Coats on New Concrete Surfaces. Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces.including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 46 | Solar Powered Road Marker ( Solar Stud) 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 materials all labour, lead, lifts, loading, unloading, transporting etc., complete. |
| 47 | Retro-Reflectorised Traffic Signs 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, 3mm/4mm thick Aluminium composite material sheet 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 ,3.2 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 materials all labour, lead, lifts, loading, unloading trasnporting, etc., complete. |
| 48 | 60 cm equilateral triangle |
| 49 | 90cm x 75cm Rectangular |
| 50 | 60 cm x 45 cm rectangular |
| 51 | 90 cm high octagon |
| 52 | 60 cm x50 cm rectangalar |
| 53 | 120 cm high octagon |
| 54 | Direction and Place Identification Signs upto 0.9 sqm Size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 55 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface 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 cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 56 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming toIRC-79 and the drawings. including cost of all materials, fabrication charges,all lead, lifts, loading, unloading , transportation, labour, materials, usage chargeof machinerywith all other incidental chargesetc., complete and as per the direction of the Engineer-In-Charge for successful completion of work. |
| 57 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of High Intensity grade sheeting lause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminum composite material sheet with overall thickness of 4 mm with area exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm MS Angle mounted on two nos. of mild steel circular pipe 65 NB ,3.2 mm thicknness and 4.5 meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing, finishing, neatly, including supplying to site of work, curing concrete work, cost of all materials, lead, lifts, loading, unloading, transporting etc., complete. |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
