Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date6 Mar 2025
Closing Date21 Mar 2025
Tender Amount₹ 2,08,11,323 
Notes
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AI Insights

Bid Capacity
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Assessed Available Bid Capacity = (A * N * 2) - B Where: A = Maximum value of works executed in any one year during the last five years (updated to the current price level) B = Value of current price level of the existing commitments & ongoing works to be completed during the next years N = Number of years prescribed for completion of the works for which the bids are invited. Additionally, the bid capacity is related to the estimated cost, with specific rules for bids significantly lower than the estimated cost, including the calculation of Additional Performance Security (APS) based on the difference between the bid amount and the estimated cost. The thresholds for bid amount are: - Below 5% of the estimated cost: No APS. - Between 5% and 10% difference: 50% of the difference. - 10% or more difference: 150% of the difference. The rejection threshold is 15% below the estimated cost. The formula for calculating the additional performance security is: - 50% of (Difference between estimated cost put to tender and Bid Amount) for bids between 5% and 10% of the estimated cost. - 150% of (Difference between estimated cost put to tender and Bid Amount) for bids 10% or more above the estimated cost.
Technical Capacity
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The bidder should have satisfactorily completed, as prime Contractor or sub-contractor, at least one similar road work equal in value to one-third of the estimated cost of work for which the bid is invited. The completed road work should be of the highest value/amount amongst all such completed road works in the last preceding five years. The bidder is required to have prior work experience of a similar nature and volume over the last five years from the date of receipt of the bid. The bidder needs to fill up Format-I, which includes information about the project name, name of employer, description of work, value of contract, contract number, date of issue of work order, stipulated date of completion, actual date of completion, and year-wise value of work done. The value of similar works completed should be at least one-third of the estimated cost of the work for which the bid is invited. However, the percentage of similar works completed is not explicitly mentioned. The bidder should have a total financial turn over in respect of Civil Engineering works of an amount not less than the amount put to tender during any three financial year taken together of the last preceding five financial years. The bidder also needs to provide year-wise value of work done as per the certificate furnished and explain the reasons for any delay, if any. No specific percentage of similar works completed is mentioned, but the bidder needs to provide details of work performed as a prime contractor, including the value of the contract. The assessed available bid capacity is calculated using a formula, but the value and percentage of similar works completed are not explicitly mentioned in terms of percentage, except that it should be at least one-third of the estimated cost.

Costs

Description

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BOQ Items

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Construction of embankment with approved materials deposited at site fromBorrow Pit and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).as per the Direction of Engineer in Charge .

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-

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With mechanical lead upto 1000m

8154.82

200

1638140.24

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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement as per MORD technical Specification Clause 301 and direction of the Engineer in Charge (excluding cost of excavation and transportation to site).as per the Direction of Engineer in Charge .

366.18

50

18433.5

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Fine dressing and turfing with one extra lead of 50m and 1.5m one extra lift as per Sepification and direction of Engineer-in-charge.

2539.28

28

72801.16

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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 prepared 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)

2072.73

2907

6026814.84

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Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing 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 course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)

1279.47

3498

4475957.11

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Providing and applying Primer Coat with bitumen emulsion on prepared surface pf granular base including clearing of road surface & spraying primer at the rate of 0.60kg/sqm using mechanical means including all cost, carriage, royality, taxes of materials etc.

8529.75

38

327627.7

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Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg/sqm including all cost, carriage, royality, taxes of materials etc.

8529.75

14

119501.8

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Providin & laying Semi Dense Bituminous Concret 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 site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled, vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) as per the Direction of Engineer in Charge .

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-

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SDBC Grading -II

219.51

11338

2488879.01

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

105.21

1526

160637.78

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Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications (PCC grade M15)

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Foundation

81.25

6302

512047.25

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Substructure

429.68

6444

2768922.37

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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.

523.12

270

141707.98

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P.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying as per the Direction of Engineer in Charge

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-

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Foundation

2.5

6928

17321.8

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R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying as per the Direction of Engineer in Charge

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-

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Substructure

11.5

7509

86357.53

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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications

8.05

8687

69936.95

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Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets and as per irection of Engineer-in charge.

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-

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1000 mm dia

7.5

6625

49693.05

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1200 mm dia

15

8424

126361.8

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Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.

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Weepholes

227.23

111

25311.15

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Providing and fixing of typical MMSY 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 drawing .

3

10639

31917.81

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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

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600mm equilateral triangle

18

4260

76687.74

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800 mm x 600 mm Rectangular

18

3736

67259.7

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600mm Circular

18

3821

68791.68

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Reinforced cement concrete M15 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.

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-

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Fixing of Orninary Km. Stone

4

2554

10217.08

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Fixing or 200m Stone

10

727

7274

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Guide Post

200

959

191954

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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

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1st year

156.55

384

60213.83

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2nd year

222.3

384

85503.25

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3rd year

294.31

384

113200.46

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4th year

363.2

384

139697.62

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5th year

433.64

384

166790.95

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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.

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-

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1st year

662.31

43

28658.15

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2nd year

794.77

43

34389.7

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3rd year

927.23

43

40121.24

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4th year

1059.7

43

45853.22

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5th year

1192.16

43

51584.76

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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.

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-

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1st year

535.2

18

9820.92

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2nd year

642.24

18

11785.1

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3rd year

749.28

18

13749.29

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4th year

856.32

18

15713.47

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5th year

963.36

18

17677.66

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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.

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-

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1st year

13.38

342

4588.54

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2nd year

26.76

342

9177.07

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3rd year

40.14

342

13765.61

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4th year

53.52

342

18354.15

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5th year

66.9

342

22942.69

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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.

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-

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1st year

3

1713

5139.63

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2nd year

3

1713

5139.63

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3rd year

3

1713

5139.63

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4th year

3

1713

5139.63

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5th year

3

1713

5139.63

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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.

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-

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1st year

2.23

873

1948.93

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2nd year

2.23

873

1948.93

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3rd year

2.23

873

1948.93

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4th year

2.23

873

1948.93

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5th year

2.23

873

1948.93

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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.

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-

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1st year

20

176

3522.2

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2nd year

21

176

3698.31

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3rd year

19

176

3346.09

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4th year

20

176

3522.2

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5th year

22

176

3874.42

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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.

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-

-

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1st year

85

10

932.45

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2nd year

86

10

943.42

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3rd year

87

10

954.39

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4th year

86

10

943.42

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5th year

88

10

965.36

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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

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-

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1st year

769.35

3

2815.82

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2nd year

923.22

3

3378.99

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3rd year

1077.09

3

3942.15

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4th year

1230.96

3

4505.31

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5th year

1384.83

3

5068.48

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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.

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-

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1st year

54

33

1791.72

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2nd year

54

33

1791.72

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3rd year

54

33

1791.72

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4th year

54

33

1791.72

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5th year

54

33

1791.72



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