Ridcor Limited Tender
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Costs
EMD
₹ 58,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_RIDCO_164790_6Bid Award Id
ViewTender No
NIT304Tender Authority
Ridcor Limited ViewPurchaser Address
-Website
http://https://www.ridcor.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
For inviting bids for major maintenance works on various package roads developed by RIDCOR
BOQ Items
Construction of embankment with approved materials from borrow pit, 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 Vth revision of MoRTH specification Clause No. 305 complete in all respect as per direction of Engineer.
19688
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Providing, Laying & spreading soil on a prepared sub grade, pulverizing (table 400-3), mixing the spreaded soil in place with rotavator with 3% slacked Lime having minimum content of 70% of CaO, grading with motor grader & compacting with the viberator roller 8-10 tonne at OMC to achieve at least 98% of the maximum dry density to form a layer of sub base complete as per MoRTH specification Vth revision Clause No. 402
15750
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Granular Sand Blanket : After installation of the vertical band drains in the sub-soil, a blanket of well draining granular material/coarse sand (natural or crushed) conforming to Class-I grading given in Table 300-4 of specified thickness compacted to a density of 75 to 80 percent of maximum dry density obtained by heavy compaction (IS:2720-Part-8) shall be provided. The granular sand blanket shall be exposed to atmosphere at its periphery for dissipation of pore water pressure
19688
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Construction of subgrade and 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 Vth revision Clause No. 305
15750
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Construction of granular sub-base by providing coarse graded material spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 : For Grading-V Material as per MoRTH Specification Vth revision
15750
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Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam (as per table 400-12 and 400-13) specification including pre-mixing 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 Vth revision : Clause 406) by mechanical means with all lead
21298
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Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS 8887 & manufacturer's specifications @ 6 Kg/10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Vth revision CI 502 & 112 (including cleaning of road surface)
78750
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Providing and applying tack coat on the prepared surface, with bitumen emulsion as per IS : 8887 & manufacturer’s specifications @ 2.5 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 Vth revision Clause 503 & 112 (Including cleaning of bituminous road surface)
341828
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Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 and design mix for base/binder course including loading of material with front end loader, heating of binder (including cost of anti-stripping compound wherever required) aggregate and filler in hot mix plant 100-120 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.4.8 to the required level and grade rolling by self propelled power rollers and vibratory millers or pneumatic tyred roller 150-250 KN. TP = 0.7MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat (MoRTH Specification Vth revision: Clause 503 & 112)
Grading II (26.5 mm nominal size) - Bitumen @ 4.5% of mix VG 40 & thickness 50-75 mm with all lead of mix material
4725
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Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-17 for wearing course including loading of aggregate with front end loader and hot mixing of binder (including cost of anti-striping compound, wherever required) and 3% cement filler with aggregates in hot mix plant 100-120 TPH Trasporting the mix material with tipper and laying with sensor paver finisher ( as per clause 507.3.5) to the required level, grades and rolling with vibratory compactor and pneumatic tyred roller 15-250 KN=0.7 Mpa, to achieve the desired density (approved by department) excluding cost of primer/tack coat (MoRTH Soecification Vth revision:Clause-503 & 112)
Grading-II (13.2 mm Nominal size)- Bitumen (VG-40) @ 5.4% of mix & thicness 30-40 mm with all lead of mix material
16823
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Thermoplastic pavement marking with hot applied thermoplastic materials for road markings with surface application of glass beads at specified rate complete as per drawing, Technical Specification Clause 803 and as directed by the Engineer. Thermoplastic marking with material conforming to Clause 803.4 of MoRTH having TiO2 (for white) minimum 10% and softening point 102.5 ±9.5°C (a) Lane, Centreline, Edge, pedestrian crossing markings and other marking along strips for 2.5 mm thickness of marking(excluding drop on glass beads)
5956
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