Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Feb 2025
Closing Date18 Feb 2025
Tender Amount₹ 3,27,62,563
Technical
Technical
Class Of Bidder
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Super class / special class / A class.
Bid Capacity
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The bid capacity required in the given tender can be calculated using the formula: Assessed Available Bid Capacity = (A * N * 2) - B Where:
A = Maximum value of works executed in any one year (updated to the current price level)
B = Value at current price level of the existing commitments and ongoing works to be completed during the time period stipulated in the contract data
N = Number of years prescribed for completion of the works for which the bids are invited Additionally, to qualify, a bidder must secure 80% marks in aggregate, with a total of 100 points possible, based on the machinery they possess. The bid capacity requirement can also be calculated as: Bid Capacity Requirement = (Total Bid Capacity) * (Minimum Percentage Required) Bid Capacity Requirement = 100 * 0.8 Bid Capacity Requirement = 80 Therefore, the bidder must have a bid capacity of at least 80 to qualify for the tender. Other bid capacity requirements include:
1. EMD: 1% of the estimated cost put to tender.
2. Additional Performance Security: - For a difference < 5%: 0 - For a difference ≥ 5% and < 10%: 50% of (estimated cost - bid amount) - For a difference ≥ 10%: 150% of (estimated cost - bid amount)
Technical Capacity
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The bidder is required to provide information on their prior work experience, specifically on the value of civil engineering works executed during the last 5 years. The bidder should have completed works with a value that can be used to calculate the available bid capacity. However, specific requirements for prior work experience in terms of years or amount are not explicitly mentioned, except that the bidder should have prior work experience in projects that are similar in nature to the work being tendered. The value of civil engineering works executed during the last 5 years is provided in a table, with values ranging from Rs. 1.61 lakhs to Rs. 1.10 lakhs. The bidder is also required to certify the maximum updated value of civil engineering works executed during one of the last 5 years, considering the escalation factor. The percentage of similar works completed is not explicitly mentioned, except that the bidder must secure 80% marks in aggregate to qualify. There is no specific percentage mentioned for similar works completed. The available bid capacity will be calculated based on the maximum value of works executed in any one year during the last five years, updated to the current price level, with a rate of inflation taken as 10 per cent per year.
Costs
EMD
₹ 3,27,626Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Impvt. To Endor To Golarhat Road In The Dist. Of Kendrapara Under Mmsy-impvt. To Existing Rd Roads For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_109878_22Bid Award Id
ViewTender No
Tender Online RCK-25/24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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4th Year
9
1713
15418.89
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Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. and as per direction of the Engineer-in-charge.
766.25
270
207570.82
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1st Year
495
33
16424.1
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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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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials etc. complete as per the direction of the Engineer-in-Charge.
3545.01
28
101635.44
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Rough stone dry packing/ Boulder Pitching /Boulder in approns and revtments with hard stone (15cm to 30 cm) including cost of all materials etc complete.
25.74
2484
63953.6
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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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3rd Year
21
176
3698.31
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2nd Year
495
33
16424.1
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2nd Year
21
176
3698.31
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5th Year
1127.52
20
23486.24
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Supplying and Laying of Heavy duty factory made Interlocking Approved Brand Paver Block of 80 mm thick coral shaped on preparation of sub base with 30 mm 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-Chief.
2692.8
637
1716606.14
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4th Year
2.32
873
2027.59
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5th Year
88
10
965.36
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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. (Using Stone Screening Dust)
2038.39
2833
5776776.88
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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)
649.92
8489
5517690.82
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5th Year
1127.52
45
51245.78
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i) 600mm equilateral triangle
9
2107
18965.52
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
37.81
8798
332686.03
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3rd Year
495
33
16424.1
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4th Year
1002.24
45
45551.81
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3rd Year
876.96
45
39857.83
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1st Year
626.4
20
13047.91
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4th Year
1002.24
20
20876.66
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In Sub Structure
20.59
9131
188022.53
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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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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 .
728.32
50
36663.63
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5th Year
563.76
384
216839.01
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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 direction of Engineer in charge.
7.6
2258
17167.79
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2nd Year
90.2
332
30005.03
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1000 mm Dia. Hume Pipe
90
6217
559551.6
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ii) 600mm Circular
6
2182
13097.76
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Providing and fixing of typical Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
1
10472
10472.99
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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.
356.22
841
299604.92
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5th Year
9
1713
15418.89
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1st Year
21
176
3698.31
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2nd Year
751.68
45
34163.86
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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 Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.
-
-
-
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5th Year
495
33
16424.1
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3rd Year
2.32
873
2027.59
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4th Year
21
176
3698.31
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2nd Year
2.32
873
2027.59
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Plain cement concrete M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
809.17
6033
4881868.26
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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 .The finished surface to be level.
539.86
280
151673.67
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5th Year
626.4
3
2292.62
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Informatory Sign board with Logo
2
10718
21437.06
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3rd Year
876.96
20
18267.08
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Providing & laying cement concrete wearing course M 30 grade including reinforcement etc. complete as per drawing & MORD Technical Specification clause 800, 1000 & 1206 and as per direction of the Engineer-in-Charge .
2.14
7213
15436.68
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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
231.5
110
25638.63
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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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4th Year
495
33
16424.1
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3rd Year
88
10
965.36
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4th Year
556.8
3
2037.89
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1st Year
9
1713
15418.89
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Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision) and as per direction of Engineer-in charge.
12998.37
37
487438.88
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2nd Year
88
10
965.36
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In Foundation
12.83
7213
92543.05
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4th Year
501.12
384
192745.79
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MOSRT&H specifications for Road & Bridges work (4th Revision).
11705.59
200
2351418.92
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Construction of granular sub-base by providing close grade Granular Sub-base grading-III material as per table-100-1, 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 & Bridges work (4th Revision) and direction of the Engineer in Charge .
968.97
2578
2498566.66
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Plain cement concrete M-15 in Foundation complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
195.83
5925
1160472.91
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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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2nd Year
9
1713
15418.89
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3rd Year
487.2
3
1783.15
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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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2nd Year
375.84
384
144559.34
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1st Year
348
3
1273.68
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5th Year
2.32
873
2027.59
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Providing and laying reinforced cement concrete pipe (NP3) for culverts including fixing collar with cement mortar 1:2 but excluding excavation,protection works, backfilling, concrete and masonry work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.
-
-
-
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3rd Year
9
1713
15418.89
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Re-working of scarified bituminous surface suitable after supplementing base materials with sand & compacting finished surface as per Technical Specification & as per Clause - 601.8.3.2 of MoSRT&H Specifications for road & Bridge works (Latest Revision)
8688.75
16
142234.84
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1st Year
45.1
332
15002.52
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3rd Year
135.3
332
45007.55
... More
200 m Stone(Precast)
11
724
7970.27
... More
4th Year
88
10
965.36
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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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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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) Page -175 item - 47
328.15
10210
3350496.82
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5th Year
225.5
332
75012.58
... 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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Ordinary kilometer stone(Precast)
3
2615
7845.9
... More
1st Year
626.4
45
28469.88
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the emb.(DATA BOOK , P-52/301/3.6) As per MoRTH.
1699.16
74
126961.24
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2nd Year
751.68
20
15657.49
... More
1st Year
313.2
384
120466.12
... More
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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Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness as per sepification and direction of Engineer-in-charge.
14000
8
115640
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Cement Mortar
153.99
840
129351.6
... More
1st Year
2.32
873
2027.59
... More
Removing Pipe
45
383
17272.35
... More
5th Year
21
176
3698.31
... More
Reinforce Cement Concrete
6.6
1574
10394.93
... More
3rd Year
438.48
384
168652.56
... More
Road Safety Reflector (SoR 2022, Pg No 235)
280
282
78960
... More
5th Kilometer stone (Precast)
-
-
-
... More
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per Clause 503 of MoSRT&H Specifications for Road & Bridge works (4th Revision). and as per direction of Engineer-in charge.
12998.37
19
255807.92
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4th Year
180.4
332
60010.06
... More
In Super Structure
12.83
9987
128135.39
... More
2nd Year
417.6
3
1528.42
... More
Providing & laying of fiter media with Hand Broken aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behiend abutment, wing wall & return wall to the full height compacted to a firm condition complete as per direction of Engineer - in - charge.
9.44
2958
27931.64
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Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified materials with in all lifts and lead upto 1000 metres etc complete.
8688.75
6
52132.5
... More
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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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.
-
-
-
... More
1st Year
88
10
965.36
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