Highway Department has published Tender For Implementation Of Improvement Measures For 01 No. High Priority Blackspot Sh 80 Namely Mayda Ghata Under Rshdpii In Dhariyawad Tehsil In The District Of Pratapgarh In The State Of Rajasthan. Submission Date for this Tender is 08-04-2024. Road Work Tenders in pratapgarh Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SITE CLERANCE AND DISMANTLING |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplingsand trees girth up to 300 mm, removal of stumps of trees cut earlierand disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201 |
| 3 | a) In area of light jungle |
| 4 | EARTH WORK |
| 5 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] |
| 6 | Mechanically by power shovel, including mechanical loading and carriage up to 50m. |
| 7 | Construction of embankment with approved material from borrow pits with all leads and lifts complete as per drawings and Technical Specification Clause No. 301 & 305 (with an average distance of transport of 2000 m) |
| 8 | Construction of sub grade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305. |
| 9 | Construction and repair of earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305. |
| 10 | GRANULAR SUB-BASE AND BASE COURSES |
| 11 | 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 with all lead |
| 12 | Providing, laying, spreading and compactingstone aggregate forWet Mix Macadam (as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix, carriage of mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibratory roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. (MoRTH specification : Clause 406 & Clause 112)by mechanical means with all lead . |
| 13 | BITUMINOUS / PQC COURSES |
| 14 | Providing and applying tack coat on the prepared surface, withbitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /10sqm. With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface ) (b) On Bituminous surface |
| 15 | DRAINAGE AND PROTECTIVE WORKS |
| 16 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead up to 50 meters, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] |
| 17 | a)Ordinary and soft Soils (material to be used in embankments) |
| 18 | Providing Plain Cement Concrete M15 in foundation, of drain, Brest wall and retaining wall including cost of all materials, labour, mixing transportation, placing, vibration, curing etc as per Technical Specification Sections 1400, 1700 |
| 19 | Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification. [MoRTH Specification: Clause: 304] |
| 20 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification: Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. |
| 21 | PCC M15 Levelling Course |
| 22 | RCC M20 in Toe Wall Foundation |
| 23 | RCC M20 in Toe Wall |
| 24 | Weep Hole |
| 25 | Providing HYSD Steel |
| 26 | Filter Media |
| 27 | Backfilling behind Wall |
| 28 | Traffic signs, Road markings and other road appurtunences |
| 29 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing |
| 30 | Cautionary/ Warning signs ( 900 mm Eq. triangle) |
| 31 | Information signs (800 mm x 600 mm) |
| 32 | Cautionary/ Warning signs ( 600 mm circular) |
| 33 | Pavement marking with hot applied thermoplastic compound materials for road markings with surface application of glass beads at specified rate complete as per drawing or directed by the Engineer and Technical Specification Clause 803 for 2.5 mm thickness of marking and consisting of: |
| 34 | a) Lane, Centre line, Edge and other marking along strips,Diagonal and Chevron marking, Directional arrows, STOP, Stop Lines, Pedestrian marking,etc. |
| 35 | Raised Payment Marker (Cats Eye): Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate Reflective panels with Micro Prismatic Lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 35000 Kilogram tested in accordance to ASIM D 4280 & ASTM D 788. The Height of Road Stud is 20mm, Width 100mm, Length 100mm and minimum reflective area of 13 sqcm on each side.The Strength of detachment of the integrated cylender shank not less than 14+/-2mm (Thickness) and height not less than 30+ 2mm from the body. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive-(Road studs) |
| 36 | Providing rumble strips complete as per drawing and Technical Specification Clause 805 |
| 37 | Chevron 600 x 750 mm |
| 38 | Type - B, "THRIE" : Metal Beam Crash Barrier (Providing and erecting a "Thrie" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810) |
| 39 | Providing Thermoplastic Bar Marking (TBM) complete as per drawing and Technical Specification |
| 40 | TBM 5mm Thick |
| 41 | TBM 10mm Thick |
| 42 | TBM 15mm Thick |
| 43 | Miscellaneous Works |
| 44 | Providing and fixing of Precast concrete interlocking blocks of 100mm thick manufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class as per IS: 15658-2006. The C.C. interlocking paving blocks be laid on average 30mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable material with all leads & lifts and stacking of serviceable material complete job is to be executed as per the instructions of Engineer-in-charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks: |
| 45 | Providing & Fixing Sand Bedding Below 100mm Paver Blocks in MCW complete as per Technical Specifications |
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