Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Apr 2025
Closing Soon7 May 2025
Tender Amount₹ 3,43,29,709
Technical
Technical
Additional Eligibility
Technical Capacity
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The bidder should have executed similar nature of work worth 75% of the estimated cost put to tender during any three financial years taken together of the last preceding five years. For example, if the estimated cost put to tender is Rs. 40.00 lakhs, the bidder should have executed similar work worth 75% of Rs. 40.00 lakhs, which is Rs. 30.00 lakhs. Similarly, for other estimated costs, the bidder should have executed similar work worth 75% of the estimated cost, such as Rs. 2.25 crores for an estimated cost of Rs.3.00 crores and Rs. 7.50 crores for an estimated cost of Rs.10.00 crores. The bidder should also have a total financial turnover in respect of Civil Engineering works of an amount not less than the amount put to tender during any three financial years taken together of the last preceding five financial years. The bidder is required to have prior work experience in Civil Engineering Works, with a list of similar works completed, including the value of such works. However, the exact percentage of similar works completed is not explicitly mentioned in some cases, but the bidder should have completed works of a similar nature and volume over the last five years from the date of receipt of the bid. The bidder should demonstrate having experience and resources sufficient to meet the aggregate of the qualifying criteria for the individual contracts. The bidder should have completed similar nature of works, with a certificate from the Engineer-in-Charge, not below the rank of Executive Engineer, including details such as 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 bidder should also submit scanned copies of certificates showing details of similar nature of works, work in hand, and machineries owned or possessed on hire. The value of work executed by the applicant shall be updated to the current price level using the escalation factor mentioned. The bidder must secure 80% marks in aggregate to qualify, and should have experience in similar nature of works, with a minimum value of works executed in any one year during the last five years, updated to the current price level, with an escalation factor of 10 percent per year.
Costs
EMD
₹ 3,43,297Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_112758_2Tender No
RWCCESNG-03 OF 2025-26Tender 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
130.56
840
109670.4
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Removing Pipes
50
384
19249.5
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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
5922.76
200
1189764.03
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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 .
610.88
50
30751.7
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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.
1222.5
61
75477.15
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Loosening, Levelling and Compacting Original ground Scarified to a depth of 150mm thick.
1962.75
35
68892.53
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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.
3735.72
28
107103.09
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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)
2290.79
2404
5508296.19
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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)
1659.68
2853
4736112.64
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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.
10546.8
38
403626.04
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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.
10546.8
13
147338.8
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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
527.34
8838
4660736.39
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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
263.67
10676
2815012.11
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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.
171.87
970
166787.8
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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
208.72
5795
1209705.64
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Substructure
537.55
5937
3191902.02
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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
200.8
7076
1420961.2
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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
612.5
634
388919.13
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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.
1259.38
270
341153.45
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P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.
84.12
6196
521252.94
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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
2.5
5907
14769.5
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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
11.5
7003
80544.28
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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips 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.
-
-
-
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Foundation
67.45
6956
469228.07
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Substructure
99.87
8926
891449.61
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Superstructure
67.45
9803
661229.21
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
54.1
2228
120555.9
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
15.21
6972
106048.07
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Rough Stone Dry Packing in approns and Revetment with hard Granite Stones.
172.88
2375
410653.97
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
169.61
8769
1487355.88
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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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1200 mm dia
80
8302
664228.8
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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
196.1
110
21631.79
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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 .
2
10512
21025.46
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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
12
2938
35256.96
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600 mm x 450 mm Rectangular
12
3692
44311.8
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600mm Circular
12
3778
45344.28
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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
7261.59
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Fixing or 200m Stone
8
704
5639.52
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Guide Post
100
863
86399
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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.
671.16
280
188562.4
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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
342
384
131543.46
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2nd year
461.7
384
177583.67
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3rd year
598.5
384
230201.06
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4th year
752.4
384
289395.61
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5th year
855
384
328858.65
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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
564.3
43
24417.26
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2nd year
790.02
43
34184.17
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3rd year
902.88
43
39067.62
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4th year
902.88
43
39067.62
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5th year
1297.89
43
56159.7
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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
473.1
18
8681.39
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2nd year
567.72
18
10417.66
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3rd year
662.34
18
12153.94
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4th year
756.96
18
13890.22
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5th year
946.2
18
17362.77
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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
11.4
331
3780.58
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2nd year
22.8
331
7561.16
... More
3rd year
36.48
331
12097.86
... More
4th year
45.6
331
15122.33
... More
5th year
57
331
18902.91
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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
7
1713
11992.47
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2nd year
7
1713
11992.47
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3rd year
7
1713
11992.47
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4th year
7
1713
11992.47
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5th year
7
1713
11992.47
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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
1.9
873
1660.52
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2nd year
1.9
873
1660.52
... More
3rd year
1.9
873
1660.52
... More
4th year
1.9
873
1660.52
... More
5th year
1.9
873
1660.52
... More
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
17
176
2993.87
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2nd year
18
176
3169.98
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3rd year
16
176
2817.76
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4th year
17
176
2993.87
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5th year
19
176
3346.09
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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
72
10
789.84
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2nd year
73
10
800.81
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3rd year
74
10
811.78
... More
4th year
73
10
800.81
... More
5th year
75
10
822.75
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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
655.5
3
2399.13
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2nd year
786.6
3
2878.96
... More
3rd year
917.7
3
3358.78
... More
4th year
1048.8
3
3838.61
... More
5th year
1179.9
3
4318.43
... More
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
126
33
4180.68
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2nd year
126
33
4180.68
... More
3rd year
126
33
4180.68
... More
4th year
126
33
4180.68
... More
5th year
126
33
4180.68
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