Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date6 Mar 2025
Closing Date21 Mar 2025
Tender Amount₹ 2,36,67,830
Technical
Technical
Financial
Bid Capacity
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The bid capacity required in the given tender to bid having value and formulas is as follows: 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 (period of completion of works for which bids are invited)
N = Number of years prescribed for completion of the works for which the bids are invited. Additionally, the bid capacity required includes providing detailed information on ongoing and completed projects. The tender documents also mention the requirement for Additional Performance Security (APS) when the bid amount is less than the estimated cost put to tender, with the following formulas: - Below 5% difference: No Additional Performance Security
- From 5% above and below 10% difference: 50% of (Difference between estimated cost put to tender and Bid Amount)
- From 10% and above difference: 150% of (Difference between estimated cost put to tender and Bid Amount) Other bid capacity requirements include:
- EMD/Bid Security: 1% of the estimated cost for general bidders, or 2% for those hiring from outside the state.
- Cost of Bid Document: Fixed at Rs.10,000.
- Additional Performance Security (APS): - For differences between 5% and 10%: 0.5 * (Estimated Cost - Bid Amount). The bidder's available bid capacity at the expected time of bidding should be more than the total estimated cost of the works.
Technical Capacity
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The bidder should have satisfactorily completed at least one similar road work equal in value to one-third of the estimated cost of work for which the bid is invited. Only one complete road work having the highest value/amount shall be taken into consideration. The bidder must demonstrate having experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts. However, specific details on the required prior work experience, such as the amount or percentage of similar works completed, are not explicitly mentioned, except that the bidder should have completed works of similar type and magnitude. The bidder is required to provide information on similar nature of work executed in the last five years, including 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. No specific percentage of similar works completed is mentioned, but the bidder should have completed at least one similar road work equal in value to one-third of the estimated cost of work. The value of similar works completed is not explicitly stated, but it should be at least one-third of the estimated cost of the work for which the bid is invited.
Costs
EMD
₹ 2,36,678Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_111375_2Tender No
RWCCESNG-19 OF 2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Dismantling of existing structures like Culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202
-
-
-
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Concrete Items
67.34
840
56565.6
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Removing Pipes
10
384
3849.9
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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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With mechanical lead upto 1000m
6453.69
200
1296417.25
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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 .
463.62
50
23338.63
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3& as per the Direction of Engineer in Charge.
1638
61
101130.12
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Loosening, Levelling and Compacting Original ground Scarified to a depth of 150mm thick.
945
35
33575.85
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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.
4709
28
135007.03
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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)
1028.16
2506
2577175.57
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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)
1583.55
2910
4608304.69
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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.
10098
38
384935.76
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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.
10098
13
140463.18
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Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with 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 504 of MoSRT&H Specifications for road and bridge works (4th Revision) as per the Direction of Engineer in Charge .
-
-
-
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BM Grding -II
504.9
8859
4473272.63
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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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SDBC Grading -II
252.45
10661
2691462.86
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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.
147.58
1339
197667.18
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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
117.88
5935
699707.39
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Substructure
597.96
6077
3634281.29
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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.
662.32
270
179415.86
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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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Foundation
3
6392
19176.72
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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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Substructure
17
7139
121368.61
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
11.9
8691
103434.44
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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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1000 mm dia
20
6249
124996.2
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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
346.67
111
38508.1
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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
10513
31540.92
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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
25
4200
105008
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800 mm x 600 mm Rectangular
25
3675
91897.75
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600mm Circular
25
3761
94028
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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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Fixing of Orninary Km. Stone
3
2420
7260.21
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Fixing or 200m Stone
8
703
5628.8
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Guide Post
250
865
216465
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Providing and laying of hot applied thermoplastic compound 2.5 mm 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 & as per the direction of Engineer-in-charge.
427.79
280
120187.6
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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
218.7
384
84118.58
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2nd year
306.18
384
117766.01
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3rd year
398.03
384
153094.28
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4th year
485.51
384
186741.71
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5th year
575.18
384
221231.48
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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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1st year
534.6
43
23132.14
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2nd year
641.52
43
27758.57
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3rd year
748.44
43
32385
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4th year
855.36
43
37011.43
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5th year
962.28
43
41637.86
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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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1st year
448.2
18
8224.47
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2nd year
537.84
18
9869.36
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3rd year
627.48
18
11514.26
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4th year
717.12
18
13159.15
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5th year
806.76
18
14804.05
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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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1st year
10.8
330
3567.67
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2nd year
21.6
330
7135.34
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3rd year
32.4
330
10703.02
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4th year
43.2
330
14270.69
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5th year
54
330
17838.36
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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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1st year
2
1713
3426.42
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2nd year
2
1713
3426.42
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3rd year
2
1713
3426.42
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4th year
2
1713
3426.42
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5th year
2
1713
3426.42
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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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1st year
1.8
873
1573.13
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2nd year
1.8
873
1573.13
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3rd year
1.8
873
1573.13
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4th year
1.8
873
1573.13
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5th year
1.8
873
1573.13
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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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1st year
16
176
2817.76
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2nd year
17
176
2993.87
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3rd year
15
176
2641.65
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4th year
16
176
2817.76
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5th year
18
176
3169.98
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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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1st year
68
10
745.96
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2nd year
69
10
756.93
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3rd year
70
10
767.9
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4th year
69
10
756.93
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5th year
71
10
778.87
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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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1st year
621
3
2272.86
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2nd year
745.2
3
2727.43
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3rd year
869.4
3
3182
... More
4th year
993.6
3
3636.58
... More
5th year
1117.8
3
4091.15
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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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1st year
36
33
1194.48
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2nd year
36
33
1194.48
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3rd year
36
33
1194.48
... More
4th year
36
33
1194.48
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5th year
36
33
1194.48
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