Ministry Of Road Transport And Highways Tender

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Ministry Of Road Transport And Highways - MORTH Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date12 Dec 2024
Closing Soon24 Dec 2024
Tender Amount₹ 2,80,40,071 
Notes
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Costs

Description

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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.(QTY. VIDE Annexture II)

16002.42

17

272201.09

... More
Providing and laying dense graded bituminous macadam 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 @ 4.0 to 4.5 per cent by weight of total 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. 507 complete in all respects.(QTY. VIDE Annexture II)

260.04

13161

3422636.08

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Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 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. 509 complete in all respects (QTY. VIDE Annexture II)

373.39

14765

5513327.38

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Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment.(QTY. VIDE Annexture II)

4677.38

88

411609.44

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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.(AnnextureI& II)

7.27

194799

1416189.46

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Clearance grass and removal of rubbish upto a distance of 50meter out side the peripheri of the Area(By manual means) QTY. Vide detail calculation sheet.(FOR VENT CLEARING) QTY. for VENT Clearing:- (17nos.X2 sidesX12m(avg)X20m (avg))/10000

0.82

26325

21586.83

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Excavation of morshy soil using hydrolic excavator and tippers disposal upto 1000m Qty. Vide detail calculation (FOR VENT CLEARING)QTY. for VENT Clearing:- (17nos.X2 sidesX7m(avg)X5m (avg)X0.450m avg depth

535.5

334

178910.55

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Providing and fixing of road stud 100x 100 mm, die-cast moulded from ASA (Acrylic strene acrylonitrite)High impact poly styrene or ABS body resistent to minimum support a load of 13635 Kg and Fitted with micro prismatic lence Reflecter installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per MORTH Letter NO. RW/NH/33023/10/97-DO-III dt. 11-06 97

342

295

100924.2

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Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm equilateral triangle

24

8964

215137.44

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90 cm circular

8

12134

97078.08

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80 mm x 60 mm rectangular

12

10399

124791.12

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60 cm x 50 cm rectangular

16

8396

134346.56

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60 cm x 45 cm rectangular

12

8062

96754.32

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90 cm high octagon

12

12524

150289.92

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90 cm x 75 cm rectangular

12

14835

178021.68

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Ordinary KM Stone

23

2934

67495.11

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5th Km Stone

5

4936

24683.1

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Direction and Place Identification Signs upto 0.9 sqm Size Board.(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 overaluminium 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 x35 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)

7.2

16859

121390.27

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Direction and Place Identification Signs with size more than 0.9 sqm size Board.(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 exceeding 0.9 sqm fixed over back support frame of min 40 x 40 x 5 mm Angle mounted on two nos. of mild steel circular pipe 65 NB, 3.2mm thickness and 4.5m meter total height firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)

9.6

17523

168222.34

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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)

152.2

104

15844.02

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Repair of RCC Railing ( Carriying out repair of RCC m30 railing to bring it to the original Shape

48.5

186

9064.65

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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 25 mm, 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.

231

5241

1210671

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Cement Concrete Pavement, Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approve 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

431

8266

3562646

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Routine Maintenance work 10 Month

10

290700

2907000

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Add 1% L.C. and GST 18%

4445031

1

4445031

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Add Segniorage Fee

200141

1

200141



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