Rajasthan State Mines And Minerals Limited Tender
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Costs
EMD
₹ 55,600Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction Of Bitumen Road At Jhamarkotra
Description
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Contact
Tender Id
2019_RSMML_148783_1Bid Award Id
ViewTender No
Contract 12Tender Authority
Rajasthan State Mines And Minerals Limited ViewPurchaser Address
-Website
http://https://www.rsmm.com/
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Documents
BOQ Items
... More
Dry lean cement concrete Sub-base (Construction of dry lean cement concrete sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm, aggragate cement retio 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 per cum, optimum moisture content to be determined during trial length construction , concrete strength not 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)
126.9
-
2687
... More
PCC M-15 grade leveling course below approach slab complete as per drawing and technical specification
126.9
-
4006
... More
Excavation in soil with Dozer with lead upto 100 meters
(Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 meters (average lead 50 meters), trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
582.19
-
97
... More
Excavation in ordinary rock with Dozer with lead upto 100 meters
(Excavation for road way in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 meters (average lead 50 meters), trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
194.06
-
164
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Surface drains in ordinary rock
(Construction of unlined surface drains of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site)
Mechanical Means
200
-
109
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Granular sub-base with close graded material (Table: 400-1)
Mix in Place Method (Construction of granular sub base by providing close graded material, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401)
For grading-II Material
906.75
-
374
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
438.75
-
1223
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Providing and applying priming coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90-1.2 kg/Sqm using mechanical means as per technical specification clause 502 (Medium Porosity)
2925
-
34
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Bitumenous Macadam (Providing and laying bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 3.3% of mix, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and roled as per clauses 501.6 and 501.7 to achieve the desired compaction.
VG-30
For gradingII(19mm nominal size)
73.13
-
4595
... More
Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributer at the rate of 0.25 to 0.30 kg per Sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic boom as per Technical specification clause 503.
2925
-
10
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats)
Case – I: Type A By VG – 30 (Bitumenous binder @ 9.8 kg/10Sqm, aggregate @ 0.09 Cum/10 Sqm
2925
-
44
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Miscellaneous works 4.5 %
1
-
67703.96
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