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₹ 2,80,41,367
Technical
Technical
Financial
Additional Eligibility
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.
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 bidder should have completed a road work with a value that is at least one-third of the estimated cost of the work being tendered. Amongst all such completed road works, only one complete road work having the highest value/amount shall be taken into consideration. The required prior work experience for the bidder includes having experience in Civil Engineering Works, with specific details on annual turnover provided in a table. However, specific details on the required prior work experience, such as the amount or percentage of similar works completed, are not explicitly mentioned, except for the condition that the bidder should have completed works of similar type and magnitude. The value and percentage of similar works completed are mentioned as one-third of the estimated cost of the work being tendered. Additionally, if the rate quoted by the bidder is less than 15% of the tendered amount, the bid may be rejected or finalized through a transparent lottery system. The bidder must secure 80% marks in aggregate to qualify, but this is related to the evaluation of the bidder's equipment and capabilities, not directly to the prior work experience. The bidder is required to provide details of works of similar type and magnitude carried out by them, but the exact criteria for evaluation are not specified. The bidder should submit a list of similar nature of works completed, and the information about the similar nature of work executed should be filled in Format-I, including details such as project name, name of employer, description of work, value of contract, contract number, and year-wise value of work done.
Costs
EMD
₹ 2,80,414Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_111375_1Tender 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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With mechanical lead upto 1000m
10479.04
200
2105029.56
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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 .
449.12
50
22608.7
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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.
1247.42
61
77015.71
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Loosening, Levelling and Compacting Original ground Scarified to a depth of 150mm thick.
982.96
35
34924.57
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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.
6246.75
28
179094.32
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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)
787.17
2587
2037062.14
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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)
1808.3
2975
5380090.33
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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.
13869.6
38
528986.54
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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.
13869.6
13
192926.14
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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
713.87
8926
6372324.86
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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
346.74
10727
3719584
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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.
109.5
1418
155302.76
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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
112.5
6028
678193.88
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Substructure
586
6170
3615866.12
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Construction of un-reinforced, plain 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 25mm 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 (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work 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, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
-
-
-
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PCC M 30
11.5
7302
83974.61
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Supplying and Laying of Heavy duty factory made hydrualically pressed and mechanically compacted free cast interlocking approved brand pavers of 80mm thick coral shaped on preparation of sub base with 50mm sand and levelling laying of interlocking paver block with sand binding and final compaction with plate vibrator finishing the surface including cutting of blocks at the edges with all labour and materials etc. complete as per direction of Engineer-In-Charge
35
648
22690.5
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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.
651.16
270
176392.73
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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
5
6548
32743.95
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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
23
7232
166356.24
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
25.6
8683
222288.9
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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
310.27
111
34505.13
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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
10539
31619.31
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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
21
4210
88424.28
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800 mm x 600 mm Rectangular
21
3686
77424.69
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600mm Circular
21
3772
79212.21
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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
4
2447
9791.4
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Fixing or 200m Stone
14
708
9917.6
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Guide Post
255
883
225254.25
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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.
587.57
280
165077.79
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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
264.75
384
101830.79
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2nd year
365.36
384
140528.42
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3rd year
468.61
384
180241.46
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4th year
569.21
384
218935.24
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5th year
669.82
384
257632.87
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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
734.18
43
31767.97
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2nd year
881.02
43
38121.74
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3rd year
1027.85
43
44475.07
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4th year
1174.69
43
50828.84
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5th year
1321.52
43
57182.17
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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
615.53
18
11294.98
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2nd year
738.64
18
13554.04
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3rd year
861.74
18
15812.93
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4th year
984.85
18
18072
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5th year
1107.95
18
20330.88
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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
14.83
332
4934.68
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2nd year
29.66
332
9869.37
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3rd year
44.49
332
14804.05
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4th year
59.32
332
19738.73
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5th year
74.15
332
24673.41
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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
2.47
873
2158.68
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2nd year
2.47
873
2158.68
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3rd year
2.47
873
2158.68
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4th year
2.47
873
2158.68
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5th year
2.47
873
2158.68
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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
22
176
3874.42
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2nd year
23
176
4050.53
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3rd year
21
176
3698.31
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4th year
22
176
3874.42
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5th year
24
176
4226.64
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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
94
10
1031.18
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2nd year
95
10
1042.15
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3rd year
96
10
1053.12
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4th year
95
10
1042.15
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5th year
97
10
1064.09
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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
852.84
3
3121.39
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2nd year
1023.41
3
3745.68
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3rd year
1193.98
3
4369.97
... More
4th year
1364.54
3
4994.22
... More
5th year
1535.11
3
5618.5
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