Ridcor Limited Tender
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Costs
EMD
₹ 72,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2019_RIDCO_165654_2Bid Award Id
ViewTender No
NIT319Tender Authority
Ridcor Limited ViewPurchaser Address
-Website
http://https://www.ridcor.in/
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Documents
Tenders are being invited for various works on the roads developed by RIDCOR in Rajasthan
BOQ Items
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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
566
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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
231
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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
256
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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)
896
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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)
32
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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 40-60 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
54
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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 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
42
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Structural Plain/Reinforced Cement Concrete in foundation/Substrucure, including cost of all materials, formwork, shuttering, labour, Mechanically mixing, transportation, placing, vibration, curing etc. excluding reinforcement complete as per drawing and Technical Specification.- Concrete Grade M-15
7
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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)
57
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Providing and laying graded stone aggregate filter media underneath pitching on slopes complete as per drawing and technical specification (MoRTH specificaion clause : 2504)
373
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Providing & Fixing Complete Single metal beam crash barrier made out of cold rolled steel strip W profile of 3 mm thick having a minimum yield strength of 2400 kg/sqcm, width of 312mm and depth of corrugation as 83 mm hot dip galvanized of zinc coating @ 550 gm/sq.m. The post and spacer channel is made out of cold rolled channel 150x75x5 mm having minimum yield strength of 2400 kg/sqcm and hot dip galvanized of zinc coating @ 550 gm/sq.m. The total length of post shall be 1900 mm and minimum height of post above concrete foundation shall be 800 mm. The length of spacer channel shall be 330 mm. Job includes neatly fixing new post @ 2m C/C in cement concrete of M20 grade complete (cost included) as directed by the Engineer including fasteners and fixing etc. complete in all respect.
55
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Random Rubble Stone masonry work in cement mortar 1:3 for foundation/substructure including staging and treatment of joints complete as per drawing, Technical Specification Section 1400 and as directed by Engineer-Bridge/Culvert/Drain/walls
61
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