Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Dec 2024
Closing Soon20 Dec 2024
Tender Amount₹ 1,21,39,076 
Notes
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Costs

Summary

Annual Maintenance Plan For 5 Years Completed Pmgsy (post Dlp) Roads Under Package No. Pm/ngrh/01/2024-25

Description

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BOQ Items

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DO_NOT_SHOW

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Road-C

1308

8

10804.08

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Road-D

1500

8

12390

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Road-E

1008

8

8326.08

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Road-F

1950

8

16107

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Road-G

2400

8

19824

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Road-H

720

8

5947.2

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Road-I

780

8

6442.8

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Road-J

2400

8

19824

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Road-K

2196

8

18138.96

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Road-L

2100

8

17346

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Road-M

1800

8

14868

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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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Road-A

17.01

270

4608.01

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Road-B

45.36

270

12288.02

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Road-D

10.8

270

2925.72

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Road-G

63.32

270

17153.39

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Road-K

25.52

270

6913.37

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Road-L

34.02

270

9216.02

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Road-M

28.35

270

7680.02

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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-A

111.38

352

39224.69

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Road-B

228.62

355

81212.68

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Road-C

107.21

351

37690.75

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Road-D

92.7

344

31965.74

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Road-E

58.73

350

20601.9

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Road-F

103.2

356

36754.68

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Road-H

58.5

353

20693.21

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Road-I

93

350

32623.47

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Road-J

120.11

331

39870.51

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Road-K

117.68

334

39333.36

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Road-L

123.75

324

40217.51

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Road-M

104.69

325

34111.14

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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

1.89

6422

12138.51

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Road-B

5.04

6509

32806.52

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Road-D

1.44

6296

9066.6

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Road-G

7.04

6467

45533.31

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Road-K

2.84

6100

17324.34

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Road-L

3.78

5857

22142.11

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Road-M

3.15

5924

18662.77

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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

1.89

709

1340.2

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Road-B

5.04

709

3573.86

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Road-D

1.44

709

1021.1

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Road-G

7.04

709

4992.06

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Road-K

2.84

709

2013.84

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Road-L

3.78

709

2680.4

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Road-M

3.15

709

2233.67

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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

16.2

5995

97130.66

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Road-B

43.2

6079

262654.27

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Road-D

10.08

5877

59243.89

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Road-G

60.3

6041

364322.95

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Road-K

24.3

5717

138935.98

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Road-L

32.4

5477

177483.31

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Road-M

27

5545

149716.62

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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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Road-A

7.2

98

711

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Road-B

19.2

98

1898.5

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Road-D

6.6

98

651.75

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Road-G

27

98

2664.36

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Road-K

10.8

98

1065.85

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Road-L

14.4

98

1416.38

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Road-M

12

98

1182.72

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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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Road-A

60.5

933

56467.68

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Road-B

123.5

933

115268.73

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Road-C

32.7

933

30520.55

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Road-D

50

933

46667.5

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Road-E

33.6

933

31360.56

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Road-F

65

933

60667.75

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Road-G

25

933

23333.75

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Road-H

24

933

22400.4

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Road-I

26

933

24267.1

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Road-J

80

933

74668

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Road-K

73.2

933

68321.22

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Road-L

70

933

65334.5

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Road-M

60

933

56001

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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

97.88

200

19662.13

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Road-B

195.76

200

39324.27

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Road-C

93.95

200

18872.68

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Road-D

112.5

200

22599

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Road-E

49.5

200

9943.56

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Road-F

141.75

200

28474.74

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Road-G

33.75

200

6779.7

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Road-H

49.5

200

9943.56

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Road-I

27

200

5423.76

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Road-J

84.38

200

16950.25

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Road-K

172.13

200

34577.47

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Road-L

74.25

200

14915.34

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Road-M

37.13

200

7458.67

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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

2314.13

13

30754.79

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Road-B

4723.88

13

62827.6

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Road-C

1250.78

13

16647.88

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Road-D

1912.5

13

25455.38

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Road-E

1285.2

13

17093.16

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Road-F

2486.25

13

33116.85

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Road-H

918

13

12209.4

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Road-I

994.5

13

13226.85

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Road-J

3060

13

40728.6

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Road-K

2799.9

13

37294.67

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Road-L

2677.5

13

35557.2

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Road-M

2295

13

30523.5

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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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Road-A

57.85

9688

560477.41

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Road-B

118.1

9770

1153842.91

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Road-C

31.27

9679

302688.28

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Road-D

47.82

9553

456829.72

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Road-E

32.13

9659

310357.81

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Road-F

62.16

9802

609305.37

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Road-H

22.95

9731

223340.45

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Road-I

24.86

9659

240133.68

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Road-J

76.5

9314

712565.37

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Road-K

70

9330

653148.3

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Road-L

66.94

9190

615219.43

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Road-M

57.38

9197

527762.88

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Construction of Unreinforced 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, laying and fixing of 125 micron thick polythene film, wedges 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, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MORD and asper direction of Engineer-in charge.

-

-

-

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Road-E

6.75

7205

48636.18

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Road-F

19.13

7299

139646.7

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Road-G

140.63

7299

1026582.12

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Road-J

29.25

6934

202843.19

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Finishing walls with water proofing cement paint 2 coats of approved shade over the old plastered surface 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

25.2

43

1104.26

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Road-B

25.2

43

1104.26

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Road-C

16.8

43

736.18

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Road-D

33.6

43

1472.35

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Road-F

16.8

43

736.18

... More
Road-G

16.8

43

736.18

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Road-H

25.2

43

1104.26

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Road-I

16.8

43

736.18

... More
Road-J

25.2

43

1104.26

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Road-K

33.6

43

1472.35

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Road-L

16.8

43

736.18

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Road-M

16.8

43

736.18

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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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Road-A

7

2064

14452.9

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Road-B

8

2075

16602.48

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Road-C

6

2062

12372.24

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Road-D

9

2049

18448.11

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Road-E

2

2059

4118.78

... More
Road-F

4

2070

8282.04

... More
Road-G

6

2070

12423.06

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Road-H

4

2070

8280

... More
Road-I

4

2061

8244.24

... More
Road-J

6

2021

12130.14

... More
Road-K

7

2029

14207.55

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Road-L

5

1999

9997.25

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Road-M

5

2007

10039.55

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ii) 600mm Circular

-

-

-

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Road-A

3

2109

6329.28

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Road-B

2

2120

4240.76

... More
Road-C

2

2107

4214.22

... More
Road-D

3

2094

6284.55

... More
Road-E

1

2104

2104.46

... More
Road-F

1

2115

2115.57

... More
Road-G

1

2115

2115.57

... More
Road-H

2

2115

4230.14

... More
Road-I

3

2106

6318.36

... More
Road-J

3

2066

6200.25

... More
Road-K

3

2074

6224.13

... More
Road-L

3

2044

6133.56

... More
Road-M

3

2052

6158.94

... More
iii) 600x450mm Rectangular

-

-

-

... More
Road-A

2

2105

4210.3

... More
Road-B

1

2115

2115.76

... More
Road-C

2

2102

4205

... More
Road-D

3

2090

6270.72

... More
Road-E

1

2099

2099.84

... More
Road-F

1

2110

2110.96

... More
Road-G

1

2110

2110.96

... More
Road-H

1

2110

2110.46

... More
Road-I

2

2101

4203.02

... More
Road-J

2

2062

4124.28

... More
Road-K

2

2070

4140.2

... More
Road-L

1

2039

2039.9

... More
Road-M

1

2048

2048.37

... More
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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Ordinary kilometer stone

-

-

-

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Road-A

3

2532

7598.13

... More
Road-B

3

2555

7666.17

... More
Road-C

2

2527

5054.08

... More
Road-D

3

2500

7502.52

... More
Road-E

2

2521

5042.72

... More
Road-F

2

2545

5090.26

... More
Road-G

2

2545

5090.26

... More
Road-H

2

2544

5088.1

... More
Road-I

2

2524

5049.86

... More
Road-J

3

2440

7322.34

... More
Road-K

4

2457

9831.2

... More
Road-L

3

2393

7179.78

... More
Road-M

2

2411

4822.7

... More
200 M Stone (Precast)

-

-

-

... More
Road-A

7

723

5066.53

... More
Road-B

8

727

5822.56

... More
Road-C

4

722

2891.12

... More
Road-D

6

718

4308.72

... More
Road-E

3

721

2165.31

... More
Road-F

5

725

3629.95

... More
Road-G

4

725

2903.96

... More
Road-H

5

725

3629

... More
Road-I

4

722

2889.6

... More
Road-J

6

707

4244.64

... More
Road-K

8

710

5683.76

... More
Road-L

4

698

2795.96

... More
Road-M

4

702

2808.84

... More
Providing & fixing of M-15 grade Guard stone / boundary stone of standard design as per IRC-25 fixed position including finishing and lettering as per drawing and Technical Specifications of MORD specification for Rural roads clause 1704 as per direction of Engineer-in-charge.

-

-

-

... More
Road-A

41

752

30842.25

... More
Road-B

39

765

29840.46

... More
Road-C

50

749

37451.5

... More
Road-D

48

722

34657.92

... More
Road-E

37

745

27594.6

... More
Road-F

37

767

28381.59

... More
Road-G

46

767

35285.22

... More
Road-H

43

758

32624.1

... More
Road-I

44

746

32827.96

... More
Road-J

38

669

25444.04

... More
Road-K

60

679

40755

... More
Road-L

30

640

19225.8

... More
Road-M

33

645

21288.3

... More
Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including cost,conveyance,royalty,labour and T&P required for the work and as per direction of Engineer-in-charge.

-

-

-

... More
Road-A

1

11685

11685.88

... More
Road-B

1

11707

11707.1

... More
Road-C

1

11680

11680.57

... More
Road-D

1

11656

11656.05

... More
Road-E

1

11675

11675.26

... More
Road-F

1

11697

11697.5

... More
Road-G

1

11697

11697.5

... More
Road-H

1

11696

11696.49

... More
Road-I

1

11678

11678.6

... More
Road-J

1

11599

11599.85

... More
Road-K

1

11615

11615.77

... More
Road-L

1

11555

11555.38

... More
Road-M

1

11572

11572.31



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