Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date14 Dec 2024
Closing Soon20 Dec 2024
Tender Amount₹ 1,12,67,154 
Notes
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Costs

Summary

Annual Maintenance Plan For 5 Years Completed Pmgsy (post Dlp) Roads Under Package No. Pm/puri/52/2024-25

Description

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BOQ Items

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DO_NOT_SHOW

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Road-C

2676

8

22130.52

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Road-D

1700

8

14059

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Road-E

3804

8

31459.08

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Road-F

1580

8

13066.6

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Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed Engineer-in-Charge.

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-

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Road-A

52.38

270

14189.74

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Road-B

58.8

270

15928.92

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Road-C

61.06

270

16541.15

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Road-D

37.35

270

10118.12

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Road-E

132.32

270

35845.49

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Road-F

36.65

270

9928.49

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Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.

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Road-A

9.24

1286

11889.48

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Road-B

11.03

1323

14593.79

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Road-C

7.63

1855

14157.24

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Road-D

4.67

1901

8882.01

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Road-E

16.54

1764

29178.71

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Road-F

4.58

1818

8327.81

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Cement concrete (1:3:6) in foundation & plinth with 4cm. size black hard granite crusher broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.

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In Foundation

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Road-A

6.16

6341

39062.84

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Road-B

11.03

6496

71650.88

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-

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Road-B

63

6706

422534.7

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Providing plain cement concrete M-15 with clean black hard granite stone aggregates of 40mm & down graded size of approved quality from approved quarry consistent with strength & cover of concrete & laying in position in layers not exceeding 150mm thick in the proper packing by means of vibrator to proper slope and to the required level including hoisting lowering laying concrete providing side shuttering & finishing all exposed surface smooth supplying & working of pumps, labour & T&P articles & all machineries, dewatering if required with cost conveyance, royality of all materials complete in all respect as per specification & direction of the Engineer-in-Charge. (Above Bed)

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Road-A

43.5

5890

256218.92

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Road-C

68.69

6338

435357.91

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Road-D

42.02

6414

269548.64

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Road-E

148.86

6172

918772.85

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Road-F

41.23

6269

258498.08

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming,requisite type of screening/ binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost, conveyance, royalty of material, labour charges, T&P etc. complete as per Technical Specification Clause 404 of MoRTH specification for road & bridge works (4th revision) by manual means and as per direction of the Engineer-in-Charge.

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Grade -III (with moorum and sand admixture)

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Road-A

25.7

3511

90248.89

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Road-B

3.84

3771

14482.94

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Labour for scraping, cleaning the road surface applying tack coat using 3.0 kg of bitumen for 10 sqm and laying 37.5mm thick built up spray grouting in one layer using 0.45 cum of 25mm to 40mm size crusher broken hard granite material and 12.00 Kg penetration grade of bitumen for 10 sqm with 0.12cum of 12mm size hard granite chips as key stone for 10sqm spreading over and laying including heating, pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machinaries including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

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-

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Road-C

242.94

365

88826.15

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Road-D

157.1

368

57869.36

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Road-E

221.6

359

79596.5

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Road-F

152.8

363

55467.93

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Providing weepholes in brick masonry/ Plain/ Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipes, extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per specification and direction of Engineer in Charge.

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-

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Road-A

43.5

114

4985.97

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Road-B

17.5

111

1958.25

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Road-C

42

112

4716.6

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Road-D

26

112

2921.88

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Road-E

92

112

10315.96

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Road-F

25

112

2805.75

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Providing, laying, spreading and consolidation of moorum with PRR in shoulder to required thickness including watering with cost, conveyance, royality of all materials, labour charge, T & P etc as required for the work complete in all respect as per direction of Engineer in charge.

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-

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Road-A

91.8

1949

178943.9

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Road-B

76

1860

141366.84

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Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.

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-

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Road-A

488.3

200

98089.7

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Road-B

39.69

200

7972.93

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Road-C

240.84

200

48379.94

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Road-D

153

200

30734.64

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Road-E

282.06

200

56660.21

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Road-F

142.2

200

28565.14

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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means for low porosity surface including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 502 of MoRT&H specification and direction of Engineer in Charge.

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-

-

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Road-A

342.6

36

12395.27

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Road-B

51.2

36

1858.56

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Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 kg/sqm on the prepared bituminous surfaces cleaned with mechanical broom as per Clause 503 of MoSRT&H specifications including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

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-

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Road-A

6542.4

13

86490.53

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Road-B

2850

13

37905

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Road-C

5017.5

13

67334.85

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Road-D

3187.5

13

42808.13

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Road-E

4680

13

62712

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Road-F

2962.5

13

39727.13

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Providing and applying tack coat with bitumen Emulsion [RS-1] using emulsion distributor @ 3.00 kg / 10 sqm on the prepared granular surface treated with primer & cleaned with hydraulic broom as per technical specification clause 503 of MoSRT& H for Road & Bridge works (4th Revision) and as per direction of Engineer-in charge.

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Road-A

342.6

18

6499.12

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Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, spreading in uniform layers with motor grader on repared 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 of MoSRT&H Specifications for Road & Bridge works (4th Revision) and as per direction of Engineer in Charge

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-

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Road-C

40.14

2191

87949.15

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Road-D

25.5

2246

57293.91

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Road-E

47.01

2058

96760.68

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Road-F

23.7

2137

50651.64

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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of 10mm nominal size (Grading-II) premixed with bituminous binder of 60/70 penetration grade of bitumen, 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 wheelede,vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

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-

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Road-A

172.13

9896

1703484.55

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Road-B

72.68

9937

722242.96

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Road-C

125.44

9848

1235389.57

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Road-D

79.69

9905

789357.34

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Road-E

117

9746

1140284.34

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Road-F

74.06

9802

726005

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Providing & laying of hot applied thermoplastic compond 2.5mm 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 & free from streaks & holes as per drawing and Technical Specifications of MoRT&H clause 803 and as per direction of Engineer-in-Charge.

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-

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Road-A

367.2

353

129768.48

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Road-B

152

353

53716.8

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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2 of MORD Specification for Rural roads including cost,conveyance,royalty, labour and T&P required for the work as per direction of the Engineer-in-Charge.

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i) 600mm equilateral triangle

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-

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Road-A

13

1832

23825.49

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ii) 600mm Circular

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-

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Road-A

13

1797

23369.71

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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per drawing and technical specification clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.

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-

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Ordinary kilometer stone

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-

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Road-A

5

2302

11510.55

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200 M Stone (Precast)

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-

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Road-A

18

630

11342.52



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