Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date27 Mar 2025
Closing Soon10 Apr 2025
Tender Amount₹ 49,18,222 
Notes
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Costs

Summary

Construction Of Road From Kandheikela To Semilia Pmgsy Road To State Border (c.g.) In The District Of Jharsuguda For The Year 2024-25.

Description

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BOQ Items

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Construction of granular sub-base with moorum by providing well graded materials, spreading in uniform layers with grader on prepared surface, mixing by mix in place method with rotavator at OMC by mix in place method with rotavator at OMC and compacting with smooth wheel roller to achieve the desired density, complete as per MORD technical specification clause 401 as per dircetion by the Engineer-in-charge.

332.78

3097

1030849.28

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Providing, laying, spreading and compacting graded stone aggregates to wet mixmacadam specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed materials by Tiper to site laying in uniform layers with paver in subbase / base course on wel prepared surface and compacting with vibratory roller to achive the desired density as per clause 406 of MoSRT&H specification (Grade-II) WMM

210.38

3672

772671.04

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Providing & applying primer coat with bitumen emulsion(SS-1) on prepared surface granular base including cleaning of road surface and spraying primer at the cleaned with mechanical broom as per clause 503 of MOST m & It specification for road and bridge work etc. complete as per direction by the Engineer-incharge.

1402.5

37

52074.83

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Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20Kg per sqm on the prepared bitumenous/granular surface cleaned with mechanical broom as per clause 503 of MOST m & It specification for road and bridge work etc. complete as per direction by the Engineer-incharge.

1402.5

13

18975.83

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Providing & alyaing bituminous macadam with hot mis plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen transported to site laid over prevouuslyt prepared surface with hydrostatic paver fimnisher with sensore control to the required grade level & alingment Y roling with smooth wheeled vibratory & tandem rolers to achieve the desire compaction as per cluse 504 of MoSRT&H specification for road and bridge works etc complete as per direction by the Engineer-in-charge.

72.19

9381

677225.94

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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 achive.to the bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transprted to site, laid over a preniously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and aligment etccomplete as per specification and direction of Engineer in Charge.

36.1

11042

398625.95

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Fina dressing and turfing with one extra lead of 50m and 1.5m one extra lift as per spification and direction of Engineer-in-charge,

1334.36

28

38256.22

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Sign Board logo

2

10762

21525.46

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Fixing of road cautionary sign (900mm equilateral traiangle

15

4317

64755.6

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600 mm x 450 mm Rectangular

15

3794

56916.15

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600mm circular

15

3879

58190.1

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Fixing of Ordinary Km stone

3

2685

8057.07

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Fixing of 200 metre stone

9

750

6752.88

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Guide Post

96

1013

97296

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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorsing 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 syrface to be level, uniform and free from streaks and holes

59.42

313

18603.81

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Earth work in excavation in all kinds of hard soil in foundation within initial lead and lift including rough dressing and breaking clods to maximum 5cm. To 7cm. and layng in layers not exceeding 0.3m in depth with ordinary compaction by PRR including hire & running charges of PRR and royalty etc. complete asper specification & direction of the Engineer in charge. (Toe wall)

52.8

270

14302.99

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Cross Drainage Works

29.16

270

7899.15

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Conrete Drain

31.5

270

8533.04

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Filling in foundation and plinth including quarring ,collecting, conveying, supplying sand and watering incuding cost conveyance roylaties taxes of all materials and labour etc complete as per direcation by the Engineer-in-Charge. (Toe wall)

9.9

1619

16035.53

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Cross Drainage Works

18.89

1619

30597.08

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Conrete Drain

5.25

1619

8503.69

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Plain cement comcrete M-15 grade in foundation complete as per drawing and technical specificaation etc complete as per direction by the Engineer-in-charge, (Toe wall

9.9

6485

64209.22

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Sub-Structure

49.5

6627

328076.6

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Cross Drainage Works

28.98

6627

192073.93

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Conrete Drain

5.25

6627

34796

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Providing Weep Holes is Brick masonry // Reinfoced concrete abutment, wing wall / return wall with 100mm dia AC pipe extending through the full width of the structure with slope of IV: 2 Htowards drawing force etc complete as per dircetion by the Engineer-in-charge

28

111

3129.28

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Conrete Drain

33.33

111

3724.96

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cement concrete 1:3:6 using 4cm size BHG C.B. metal including cost conveyance royalaties Taxces of all materials etc complete as per irection by the Engineer-in-charge. For Culvert

3.89

6935

26977.62

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Providing laying RCC Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation protection work, backfilling, concrete and masonary work in head walls and parapets clause 1106 of MORD specification for Rural roads and asper irection of Engineer-in-charge. 1000 mm dia Single Row

7.5

6134

46006.35

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Providing concrete for Plain/Reinfoced concrete in open substructure complete as per drawings aand technical specification deduct for part of guide post (Drain Bed)

2.5

7214

18035.45

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Providing concrete for plain / reinforced concrete in Superstructure complete as per drawing and MoRD technical specification clause 800, 1100, 1200 and as per direction of engineer-in-charge. (Drain)

9.5

7712

73268.09

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Supplying, fitting and placing uncotated HYSD bar reinforcement as per draawing and technical specification etc completed as per direction by the Engineer-in-chaarge. (Drain)

8.4

8660

72752.15

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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge 1st year

20.25

384

7788.76

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2nd year

29.36

384

11292.74

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3rd year

38.48

384

14800.56

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4th year

47.59

384

18304.54

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5th year

56.7

384

21808.52

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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge. 1st year

74.25

43

3212.8

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2nd year

89.1

43

3855.36

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3rd year

103.95

43

4497.92

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4th year

118.8

43

5140.48

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5th year

133.65

43

5783.04

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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903. 1st year

60

18

1101

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2nd year

72

18

1321.2

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3rd year

84

18

1541.4

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4th year

96

18

1761.6

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5th year

108

18

1981.8

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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge. 1st year

1.5

335

503.81

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2nd year

3

335

1007.61

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3rd year

4.5

335

1511.42

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4th year

6

335

2015.22

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5th year

7.5

335

2519.03

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Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge. 1st year

5

1713

8566.05

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2nd year

5

1713

8566.05

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3rd year

5

1713

8566.05

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4th year

5

1713

8566.05

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5th year

5

1713

8566.05

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Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge. 1st year

0.25

873

218.49

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2nd year

0.25

873

218.49

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3rd year

0.25

873

218.49

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4th year

0.25

873

218.49

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5th year

0.25

873

218.49

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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 1st year

2

176

352.22

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2nd year

3

176

528.33

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3rd year

1

176

176.11

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4th year

2

176

352.22

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5th year

4

176

704.44

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Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge. 1st year

10

10

109.7

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2nd year

11

10

120.67

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3rd year

12

10

131.64

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4th year

11

10

120.67

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5th year

13

10

142.61

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Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge 1st year

86.25

3

315.68

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2nd year

103.5

3

378.81

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3rd year

120.75

3

441.95

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4th year

138

3

505.08

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5th year

155.25

3

568.22

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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge. 1st year

90

33

2986.2

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2nd year

90

33

2986.2

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3rd year

90

33

2986.2

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4th year

90

33

2986.2

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5th year

90

33

2986.2



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