Rajasthan State Mines And Minerals Limited Tender

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Rajasthan State Mines And Minerals Limited - RSMML Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Jun 2024
Closing Date8 Jul 2024
Tender Amount₹ 2,52,51,784 
Notes
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Costs

  • EMD

    ₹ 5,05,000
  • Document Cost

    ₹ 4,720
  • Tender Fee

    ₹ 2,000

Summary

Widening And Strengthening Of Existing Bt Road

Description

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BOQ Items

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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (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) (incl. lead upto 1000M & all lifts) for grading- I Material 4.2

4900

1450400

296

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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Mechanical Means: Grading- I (Using Screening Crushable type such as Moorum or Gravel) 4.9 B (i) (a)

3504

2726112

778

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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.) 5.1

19470.8

584124

30

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. 5.2

34095.8

375053

11

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Bituminous 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, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction) (lead upto 1 Km.) for GradingII(19 mm nominal size) 5.3 (ii)

1669.75

8884739

5321

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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 508 complete in all respects) (lead upto 1 Km.) for Grading I ( 13 mm nominal size ) 5.7 (i)

834.88

5890878

7056

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Cost of Haulage Excluding Loading and Unloading: Surfaced Road or Unsurfaced Gravelled Road 1.4 (i)/(ii)

78895.7

236687

3

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Construction of Base/Sub-base of pavement with lean concrete - fly ash. (Construction of Base/sub-base using cement, sand, fly ash and coarse aggregates proportioned as per table 4 of IRC: 74/1979 and with water content ratio, slump and compressive strength as defined in the said table, mix prepared in a batching and mixing plant and compacted with a vibratory roller 8-10 tonnes capacity within the time limit laid down vide clause 7.6.3 of IRC: 74-1979, construction joints properly formed at the end of day's work, cured for 14 days, all as specified in IRC: 74-1979 and as per approved plans.) 6.5

171

309510

1810

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Cement Concrete Pavement (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 membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing ) 6.2

364.8

1921401

5267

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Filling Pot- holes and Patch Repairs with open - graded Premix surfacing, 20mm. (Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 511, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2) 10.4

1462.5

152100

104

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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Ordinary soil : Manual Means : upto 3m depth 12.1 (I) (A) (i)

90

14040

156

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) 12.4

8.1

31533

3893

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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification Random Rubble Masonary 12.7 (b)

43.2

154224

3570

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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications 13.2

130.8

9025

69

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 : Height upto 5m 13.5 B (p)

2.03

10602

5236

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Providing and erecting direction and place identification retro - reflectorised sign as per IRC:67 made of high intensity grade sheeting exclusive of lettering, border & signs fixed over aluminium sheeting, 2 mm thick fixed on a mild steel angle iron frame 50mmx50mmx6mm supported on mild steel angle iron post 75 x 75 x 6 mm upto the top of sign board, length of post from bottom of sign board is 2.85 m. upto foundation level post duly painted in black and white synthetic enamel alternate ship 30cm. wide fixed to the ground by means properly designed foundation with M-15 grade cement concrete 45cm x 45cm x 60 Cm , 60 Cm below ground level as per approved drawing & as per MORTH specifications clause 801. Double angle post : 90 cm. X 60 cm. 17.23.2.2

4

22980

5745

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Miscellaneous Items as per BSR

1

1087397

1087397.41



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