Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Eprocure
Opening Date29 Jan 2025
Closing Date5 Feb 2025
Tender Amount₹ 1,32,95,000 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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-

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Road- B

1040

8

8600.8

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Road- C

3870

8

32004.9

... More
Road- D

3090

8

25554.3

... More
Providing 37.5mm thick Built up spray grouting after scrapping, cleaning the road surface applying tack coat using 3.00kg of bitumen for 10sqm and laying of one layer of 37.5mm thick by using 0.45cum of 25mm to 40mm grade bitumin for 10 sqm in each layer with 0.12 cum of 12mm size B.H.G. C.B chips as key stone for 10 sqm.spreading over and laying induding heating pouring, spreading bitumirl metal and chips and compacting with P.R.R including cost ,conveyance royalty taxes of all required metterials,hire and running chsrges of mechinaries T&P etc complete as per direction of the Engineer-in-charge

-

-

-

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Road- A

810

328

266384.7

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Road- B

39

327

12768.6

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Road- C

362.81

327

118816.65

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Road- D

115.88

335

38890.49

... More
Finishing walls with water proofing Cement Paints ( two coats ) over wall surface including cost of paints etc. complete.

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-

-

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Road- A

152.84

44

6764.7

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Road- B

63.72

44

2820.25

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Road- C

79.8

44

3531.95

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Road- D

46.08

44

2039.5

... More
Providing Rainforced Cement Concrete of (1:2.5:5) with 20mm to 40mm size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C.

-

-

-

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200mtr stone

-

-

-

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Road- A

12

562

6752.28

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Road- C

9

561

5056.47

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Road- D

16

567

9085.6

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Ordinary K.M stones

-

-

-

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Road- A

4

2462

9851

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Road- C

4

2457

9831.64

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Road- D

5

2491

12458.6

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Guard Stone

-

-

-

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Road- A

94

569

53550.86

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Road- C

106

569

60345.8

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Road- D

45

572

25742.25

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Providing granular sub-base by providing close draded granular sub base Grading -III material as per table 400-1 spreading in uniform layers with motor grader on prepared surface , mixing by mix in place method with vibrator at OMC and compacting with vibrator roller to achieve the desired density complete as per clause 401 of MoSRT&H specification of road & bridge works

-

-

-

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Road- A

141.75

1832

259731.36

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Construction of embankment with approved material obtained from borrow pits with all leads and lifts, transporting to site with mechanical means with in a lead of 5kms spreading, grading to required slope and compacting to meet requirement of table 300-2 and clause 305 of MOSRT&H specification for road and bridge work (4th revision) etc. with all labour, materials, T&P, royalty, taxes and CESS etc. complete as per specification and direction of the Engineer-in-Charge

-

-

-

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Road- A

192

203

39104.64

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Road- B

26

203

5295.42

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Road- C

258

203

52546.86

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Road- D

206

203

41956.02

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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 paver in sub-base / base etc. complete.

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-

-

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WMM GRADE III

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-

-

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Road- A

108.29

2625

284277.49

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Road- B

2.76

2590

7149.61

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Road- C

67.95

2590

176020.4

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Road- D

4.73

2781

13155.93

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Construction of unreinforced plain cement concrete pavement of M-30 grade using 20mm down graded stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges for construction of un-reinforced dowel jointed plain cement concrete pavement over prepared base etc. complete as per direction of E.I.C.

-

-

-

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Road- A

67.5

6430

434054.7

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Road- C

196.88

6392

1258531.77

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Road- D

88.88

6536

581004.12

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Providing dummy groove joint in CC pavement etc complete as per direction of EIC.

-

-

-

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Road- A

100

10

1040

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Road- C

350

10

3640

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Road- D

158

10

1643.2

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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 E.I.C.

-

-

-

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Road- A

60.56

270

16405.7

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Road- C

47.25

270

12800.03

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Filling in foundation and plinth with sand watered and rammed with cost, conveyance, royality, taxes of all materials and all labour, T&P, etc. complete

-

-

-

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Road- A

8.34

1042

8693.37

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Road- C

7.88

1002

7903.01

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Cement concrete of proportion (1:3:6) in foundation using 4cm size black broken granite stone aggregates of approved quality and from approved quarry including hoisting, lowering and laying concrete in layers not exceeding 15cm(6") thick to the required level ramming, watering, curing etc. complete including cost and conveyance royality taxes of all materials and labour with T&P required for the work etc. complete i as per direction of the Engineer-in-charge.

-

-

-

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Road- A

7.12

5915

42117.65

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Road- C

7.88

5893

46438.5

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Providing and laying reinforced cement concrete pipe NP3 of 1000mm dia. for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. etc. complete.

-

-

-

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Road- A

15

6300

94504.8

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Providing Rainforced Cement Concrete of (1:2.5:5) with 20mm to 40mm size stone aggregate in foundations upto a depth of 1.5m below ground level and upto a height of 1.5m above ground level / bed level including cost and conveyance of all materials to site, and all labour charges complete as per direction of E.I.C.

-

-

-

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Road- A

41.96

6532

274105.8

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Road- C

48.75

6514

317593.09

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Providing weep holes in Brick masonary / Plain / Reinforced concrete abutment, wing wall / returning wall with 100mm dia AC pipe, extending through the full width of the structure with slope of IV : 20H towards drawing foce, complete as per the direction of the E.I.C.

-

-

-

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Road- A

9

109

984.33

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Road- C

19.8

109

2165.53

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Providing and fixing of retro-reflectorised, cautionary, mandatory and informatory sign as per IRC-67 -2012made of Class-B retro-reflective sheeting high intensity and high intensityPrismatic grade retro-reflective sheeting as perASTM D 4956 Type-III and IV strictly Conforming to clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4 mm and aluminum thickness of 0.5mm on both sides supported on mild steel angle post 75mm x 75mm x 6mm 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of MS angel of size 50 mmx50 mm x6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x 75 cm, 60 cm below ground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.

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-

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800X600 Information board

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-

-

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Road- A

2

5878

11757.04

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Road- B

1

5877

5877.94

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Road- C

4

5876

23505.48

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Road- D

2

5891

11782.84

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600mm Circular Board

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-

-

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Road- A

4

4414

17656.28

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Road- C

4

4411

17647.64

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Road- D

4

4426

17707.84

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600mm Triangular Board

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-

-

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Road- A

4

3469

13879.96

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Road- C

4

3467

13871.28

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Road- D

4

3482

13931.48

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Renewal work (Part-III)

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-

-

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Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared bituminous/granular surface etc complete

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-

-

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Road- A

8100

13

111618

... More
Road- B

1950

13

26871

... More
Road- C

4837.5

13

66709.13

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Road- D

3862.5

13

53225.25

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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of specified grading, 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)

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-

-

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Road- A

202.5

10350

2095994.48

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Road- B

48.75

10292

501760.35

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Road- C

120.94

10299

1245631.21

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Road- D

96.56

10622

1025711.5

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Maintenance(Part-II)

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-

-

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1st year

-

-

-

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Road- A

-

-

-

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BT Road

2.16

30600

66096

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CC Road

0.94

29000

27260

... More
Road- B

-

-

-

... More
BT Road

0.48

30600

14688

... More
CC Road

0.97

29000

28014

... More
Road- C

-

-

-

... More
BT Road

1.29

30600

39474

... More
CC Road

1.1

29000

31900

... More
Road- D

-

-

-

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BT Road

1.03

30600

31518

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CC Road

2.92

29000

84535

... More
2nd year

-

-

-

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Road- A

-

-

-

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BT Road

2.16

36100

77976

... More
CC Road

0.94

29000

27260

... More
Road- B

-

-

-

... More
BT Road

0.48

36100

17328

... More
CC Road

0.97

29000

28014

... More
Road- C

-

-

-

... More
BT Road

1.29

36100

46569

... More
CC Road

1.1

29000

31900

... More
Road- D

-

-

-

... More
BT Road

1.03

36100

37183

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CC Road

2.92

29000

84535

... More
3rd year

-

-

-

... More
Road- A

-

-

-

... More
BT Road

2.16

51300

110808

... More
CC Road

0.94

29000

27260

... More
Road- B

-

-

-

... More
BT Road

0.48

51300

24624

... More
CC Road

0.97

29000

28014

... More
Road- C

-

-

-

... More
BT Road

1.29

51300

66177

... More
CC Road

1.1

29000

31900

... More
Road- D

-

-

-

... More
BT Road

1.03

51300

52839

... More
CC Road

2.92

29000

84535

... More
4th year

-

-

-

... More
Road- A

-

-

-

... More
BT Road

2.16

59000

127440

... More
CC Road

0.94

29000

27260

... More
Road- B

-

-

-

... More
BT Road

0.48

59000

28320

... More
CC Road

0.97

29000

28014

... More
Road- C

-

-

-

... More
BT Road

1.29

59000

76110

... More
CC Road

1.1

29000

31900

... More
Road- D

-

-

-

... More
BT Road

1.03

59000

60770

... More
CC Road

2.92

29000

84535

... More
5th year

-

-

-

... More
Road- A

-

-

-

... More
BT Road

2.16

66100

142776

... More
CC Road

0.94

29000

27260

... More
Road- B

-

-

-

... More
BT Road

0.48

66100

31728

... More
CC Road

0.97

29000

28014

... More
Road- C

-

-

-

... More
BT Road

1.29

66100

85269

... More
CC Road

1.1

29000

31900

... More
Road- D

-

-

-

... More
BT Road

1.03

66100

68083

... More
CC Road

2.92

29000

84535

... More
Emergency work (Part-IV) 10% of Part(I+II+III)

-

-

-

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Road-A

1

476417

476417.62

... More
Road- B

1

82790

82790.24

... More
Road- C

1

394769

394769.77

... More
Road- D

1

254693

254693.84



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