Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date18 Dec 2024
Closing Soon23 Dec 2024
Tender Amount₹ 1,39,37,126 
Notes
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Costs

Summary

Annual Maintenance Plan For 5 Years Completed Pmgsy (post Dlp) Roads Under Package No. Pm/puri/51/2024-25

Description

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BOQ Items

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DO_NOT_SHOW

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-

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Road-C

2840

8

23486.8

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Road-D

4000

8

33080

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Road-E

3774

8

31210.98

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Road-F

4881

8

40365.87

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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

41.18

270

11155.66

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Road-B

75.06

270

20333.75

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Road-C

28.11

270

7615

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Road-D

37.17

270

10069.35

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Road-F

15.28

270

4139.35

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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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-

-

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Road-A

7.27

1388

10097.67

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Road-B

8.83

1388

12264.43

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Road-C

4.96

1435

7119.63

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Road-D

6.56

1546

10147.8

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Road-F

18.47

1333

24624.2

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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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-

-

-

-

-

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Road-A

4.85

6852

33235.89

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Road-B

8.83

6852

60509.87

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Road-C

3.31

6945

22988.21

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Road-D

4.37

7048

30799.93

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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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-

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Road-A

34.2

6133

209762.28

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Road-B

75.69

6133

464237.05

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Road-C

23.34

6224

145275.63

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Road-D

30.87

6324

195236.7

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Road-F

22.92

6208

142298.13

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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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-

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Grade -II (with moorum and sand admixture)

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-

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Road-F

5.63

3463

19500.86

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Grade -III (with moorum and sand admixture)

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-

-

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Road-A

27.45

3651

100240.26

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Road-B

40.01

3651

146106.12

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Road-C

12.69

3734

47393.6

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Road-D

23.06

3781

87210.38

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Road-E

5.01

3765

18865.91

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Road-F

40.64

3734

151770.49

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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

34.2

98

3370.41

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Road-B

50.46

98

4972.83

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Road-C

23.34

98

2303.42

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Road-D

30.87

98

3054.28

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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

150.5

2049

308472.33

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Road-B

139.75

2049

286438.59

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Road-C

27.15

2116

57467.05

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Road-D

100

2071

207195

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Road-E

9.3

2005

18651.15

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Road-F

37.25

1904

70950.08

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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

225.75

200

45348.66

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Road-B

346.9

200

69685.27

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Road-C

159.75

200

32090.58

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Road-D

300

200

60264

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Road-E

169.83

200

34115.45

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Road-F

60

200

12052.8

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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

366

36

13263.84

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Road-B

533.4

36

19330.42

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Road-C

169.2

36

6138.58

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Road-D

307.5

36

11174.55

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Road-E

66.75

36

2423.03

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Road-F

541.87

36

19669.88

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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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Road-A

6954

19

132126

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Road-B

9947.85

19

189009.15

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Road-C

3224.55

19

61330.94

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Road-D

5745

19

109384.8

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Road-E

1095.75

19

20863.08

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Road-F

6101.25

13

80902.58

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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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-

-

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Road-A

366

13

4845.84

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Road-B

533.4

13

7062.22

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Road-C

169.2

13

2241.9

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Road-D

307.5

13

4080.53

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Road-E

66.75

13

885.77

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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-F

47.76

2354

112428

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Construction of Granular sub-base by providing well graded material of stone screened dust to required proportion, spreading in uniform layers with grader on prepared surface, mixing by mix in place method if required with rotavator to achieve P.I value less than 6 and compacting at OMC with smooth wheel roller to achieve the the desired density complete as per technical specification clause 401 of MoRD for rural roads and as per direction of Engineer-in-Charge.

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-

-

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Road-F

7.88

1571

12381.53

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Supplying & fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make, design, colour and size made by Block making machine with proper compaction laid in required pattern over a sand layer of average thickness of 50mm etc. coomplete in all respect conforming to IRC SP-63:2018 and as per direction of Engineer-in-Charge.

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-

-

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Road-F

318.38

675

214925.6

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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

183

10004

1830799.71

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Road-B

262.03

10004

2621445.07

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Road-C

84.84

10126

859153.47

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Road-D

151.31

10178

1540170.87

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Road-E

29.06

10207

296620.07

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Road-F

155.58

9997

1555379.93

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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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Road-A

390.4

353

137971.26

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Road-B

559

353

197556.19

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Road-C

181

353

63967.21

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Road-D

322.8

353

114080.75

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Road-E

62

353

21911.42

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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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-

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i) 600mm equilateral triangle

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-

-

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Road-A

11

1790

19693.85

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Road-B

10

1790

17903.5

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Road-C

4

1801

7207.24

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Road-D

5

1814

9072.15

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Road-E

2

1808

3617.54

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ii) 600mm Circular

-

-

-

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Road-A

11

1865

20520.39

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Road-B

12

1865

22385.88

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Road-C

5

1876

9384.75

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Road-D

6

1889

11337.42

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Road-E

3

1883

5651.73

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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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Road-A

4

2587

10348.88

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Road-B

5

2587

12936.1

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Road-C

3

2611

7835.28

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Road-D

3

2638

7916.04

... More
Road-E

3

2626

7879.74

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200 M Stone (Precast)

-

-

-

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Road-A

16

733

11735.68

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Road-B

35

733

25671.8

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Road-C

8

737

5902.64

... More
Road-D

8

742

5941.04

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Road-E

8

740

5923.84



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