Ridcor Limited Tender
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Costs
EMD
₹ 3,46,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_RIDCO_146268_1Bid Award Id
ViewTender No
1020Tender Authority
Ridcor Limited ViewPurchaser Address
-Website
http://https://www.ridcor.in/
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Documents
BOQ Items
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Bituminous courses by mechanical means
401
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Granular courses by mechanical means
1019
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Scarifying the existing bituminous road surface to a depth of 50 mm by mechanical means and disposal of scarified material within all lifts and leads up to 1000 meters as per MoRTH specification clause 305.4.3
10000
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Roadway excavation including removal of unsuitable soil at embankment base necessary for construction of roadway in all types of soil including marshy soil as also excavation of existing shoulders and median to designated widths and depths in existing roadway embankment for purpose of pavement construction including transportation and disposal of surplus and unsuitable material complete with all lead & Lifts as per Technical Specification Clause 301. (orginal ground level shall be taken after clearing/grubbing operation) - All types of soil
1207
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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 Clause No. 305
360
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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-VI Material as per MoRTH Specification Vth revision. Complete in all repect as per direction of Enigneer -Crushed Material (100%)
824
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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. Complete in all repect as per direction of Enigneer.
420
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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). Complete in all repect as per direction of Enigneer.
1680
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Normal Bituminous Surfaces treated with emulsion @ 0.2 kg/Sq.m
4666
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Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-10 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 40-60 TPH transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 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 505 & 112). Complete in all repect as per direction of Enigneer.
420
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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 40-60 TPH Trasporting the mix material with tipper and laying with sensor paver finisher ( as per clause 57.3.5) 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-507 & 112). Complete in all repect as per direction of Enigneer (VG-30)
246
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Variation in the rate of item no. 11 for every 0.25% addition(+) and Subtraction (-) in bitumen content of 5.4% by weight of total mix of BC
246
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Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate confirming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 Kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. Complete in all repect as per direction of Enigneer.
449
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Construction 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 membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. Complete in all repect as per direction of Enigneer.
898
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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. Complete in all repect as per direction of Enigneer.
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Lane, Centreline, Edge ,pedestrian crossing markings and other marking along strips for 2.5 mm thickness of marking(excluding drop on glass beads)
5100
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Providing & fixing of Road studs(Swarflux) as per standards
2400
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