Rural Works Department Tender

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Rural Works Department - RWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jul 2024
Closing Date13 Jul 2024
Tender AmountRefer Documents 
Notes
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Costs

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Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. (By Mix in Place Method) With Grading-I Material

2930.87

8531762

2911

... More
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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

2526.89

8206100

3247.51

... More
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means

16198

1323538

81.71

... More
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

32396

421148

13

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Providing and laying bituminous macadam with higher capacity hot mix plant 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. Bituminous Macadam for Grading II: (19 mm nominal size)

809.9

7430176

9174.19

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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 per cent 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. Semi-Dense Bituminous Concrete, Grading-II (10 mm size)

404.95

4723749

11665.02

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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days.

378.75

2567671

6779.33

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Ordinary Kilometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

5

8704

1740.9

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Hectometer stone (Precast) Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)

19

10315

542.9

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Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick or Aluminium composite material sheet with overall thickness of 4 mm with area not exceeding 0.9 sqm fixed over back support frame of min 35 x 35 x 3 mm Angle mounted on a mild steel circular pipe 65 NB, firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing.

1.08

14800

13704.3

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

855.34

499775

584.3

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Earth work in excavation of foundation in Ordinary Soil by Manual Means 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, backfilling the excavation earth to the extent required a nd utilising the remaining earth locally for road work.

913.36

50965

55.8

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Construction of dry rubble flooring at cross drainage works for relatively less important works.

58.29

167909

2880.59

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Plain/Reinfoced Cement concrete in open foundation complete as per drwaing and technical specifications. PCC Grade M15

136.21

703595

5165.52

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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Random Rubble masonry (coursed/uncoursed)

288

1476624

5127.17

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications, Random Rubble Masonry (Coursed/uncoursed)

195

983853

5045.4

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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and technical specifications. Square Rubble Coursed Rubble masonry (first sort)

251.88

1320763

5243.62

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Coursed rubble masonry (first sort)

178.6

962484

5389.05

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Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. Height upto 5m. PCC Grade M15

10.61

54719

5157.32

... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications. PCC Grade M20

27.75

155477

5602.79

... More
Plain/Reinforced cement concrete in sub-strucutre complete as per drawing and Technical specifications, RCC Grade M25

32.75

198754

6068.85

... More
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

9.96

123107

12360.24

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Supplying, fitting and placing HYSD bar reinforcement in sub structure complete as per drawing and technical specifications

4.84

427523

88331.22

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Plastering with cement mortar (1:3) on brick work in substructure as per technical specifications

367.38

41598

113.23

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Pointing with cement mortar (1:3) on brick work in substrucutre as per technical specifications.

300

18099

60.33

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Providing weep holes in Brick masonry/ Plain/Reinforced concrete abutment , wing wall/ returen wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20 H towards drawing face. Complete as per drawing and technical specifications.

260

29101

111.93

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Back filling behind abutment, wing wall, return wall complete as per drawing and technical specifications. Sandy material

107.89

117514

1089.21

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Goods & Service Tax (G.S.T.) -

43150024.79

7767004

0.18

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Labour Cess -

50917029.25

509170

0.01



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