Public Works Department-PWD has published Maintenance And Berms Repair Work On Abu-Ambaji Road Damaged By Road Cutting Due To Laying Ofc Cable By Jio. Submission Date for this Tender is 10-10-2019. Road Work Tenders in Abu Road Rajasthan. Bidders can get complete Tender details and download the document.
| Name of Work: Maintenance & Berms Repair work on Abu-Ambaji road Damaged by road cutting due to laying OFC Cable by JIO | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation, including stacking/disposal of surplus material with all lifts and lead upto 495 metres, exclusive of compensation of earth [MoRTH specification : Clause 301 to 305] In Hard Soil When excavation and loading is done mechanically using Bull Dozar, F.E.Loader and carriage is done by tipper/dumper (6T capacity). | BI01010001010000000000000515BI0100001113 | 720 | Cum |
| 2 | 2 | Extra for watering the earth to bring the earth upto required O.M.C excluding rolling | BI01010001010000000000000515BI0100001114 | 720 | Cum |
| 3 | 3 | Providing and laying granular sub-base material having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8-10 tonne power roller to required camber and grade including cost of water and hire charges of machinery, including T&P with all lead (Compacted thickness to be measured).as per MORTH specification table 400-1, 400-2 :For grading-III with CBR value not less than 20.to attain 100% proctor density. | BI01010001010000000000000515BI0100001115 | 832.5 | Cum |
| 4 | 4 | Providing, laying, spreading and compacting stone aggregate of as per table 400-10 and 400-11 Wet Mix Macadam specification including premixing the material with water to OMC inwet mix plant as per approved design mix, carriage of mixed material by Tipper to site laying in uniform layers with motor grader/F.E.Loader/paver finisher, in sub base/ base course on a well prepared under base and compacting with vibrotry roller to achieve the desired density including lighting, guarding, barricading and maintance of diversion etc. (MoRTH specification : Clause 406) by mechanical mean with lead up to 1 Km.lead upto 20 km. | BI01010001010000000000000515BI0100001116 | 210 | Cum |
| 5 | 5 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion as per IS: 8887 & manufacturer’s specifications @ 8.5 kg /10 sqm with a self propelled of towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MORTH specification CI 502,112 ( Including cleaning of road surface ) | BI01010001010000000000000515BI0100001117 | 840 | Cum |
| 6 | 6 | Providing and applying tack coat on the prepared surface ,with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2.25 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 CI.503,112 ( Including cleaning of Road Surface ) | BI01010001010000000000000515BI0100001118 | 840 | Cum |
| 7 | 7 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 510 and design mix for base/binder course including loading of material with F.E loader heating of binder aggregate and filler in approved hot mix plant as per clause 6.5 of manual transporting the mixed material by tippers and laying with sansor paver finisher as per clause 507.3.5 to the required level and grade rolling by self propelled power rollers and vibratory rollers or pneumatic tyred roller 150-250KN. TP=0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. [MoRTH Specification : Clause 507,112]Grading II (19 mm nominal size) - Bitumen @ minimum 4.5 % of mix (VG-30) & thickness 50 - 75 mmlead upto 20km. | BI01010001010000000000000515BI0100001119 | 58.8 | Cum |
| 8 | 8 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-18 for wearing course including loading of aggregate with F.E loader and hot mixing of binder and 2% cement filler with aggregates in approved hot mix plant as per clause 6.5 of manual Transporting the mix material with tipper to paver and laying with sensor paver finisher (as per clouse 507.3.5) to the required level , grades and rolling with vibratory compactor and pneumatic tyred roller 150-250 KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MORTH Specification : Clause -509,112) Grade-II Bitumen @ minimum 6 % of mix with lead up to 1 KM VG-30 grade (Lead upto 20KM) | BI01010001010000000000000515BI0100001120 | 25.2 | Cum |
| 9 | 9 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub-base with 43 grade cement @ 400 Kg per cum , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrance, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MoRTH specification clause 602. | BI01010001010000000000000515BI0100001121 | 90 | Cum |
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