Rural Development Department Tender
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Rural Development Department - RDD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date4 Feb 2025
Closing Date18 Feb 2025
Tender Amount₹ 6,48,82,612
Technical
Technical
Class Of Bidder
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Super class / special class / A class contractors
Bid Capacity
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The bid capacity required in the given tender to bid is 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 (for work completion period less than one year, the value may be taken as one year)
Technical Capacity
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The required prior work experience for the bidder is not explicitly stated, but there are mentions of the bidder's past performance and experience. 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 excluding the current financial year. Additionally, the total financial turn over in respect of Civil Engineering works should be an amount not less than the amount put to tender during any 3 (three) financial years taken together of the last preceding five financial years (excluding the current financial year). In terms of specific values, the bidder's annual turnover is mentioned, including a table containing the value of civil engineering works executed by the bidder during the last 5 years, with values ranging from Rs. 1.10 lakhs to Rs. 1.61 lakhs. However, these values are not directly related to the percentage of similar works completed. The percentage of similar works completed is mentioned as 75% of the estimated cost put to tender, but no specific amount is mentioned. The bidder must also secure 80% marks in aggregate to qualify, with specific marks assigned to various machinery and equipment. The available bid capacity will be calculated based on the maximum value of works executed in any one year, updated to the current price level, and the value at current price level of existing commitments and ongoing works. The bidder must demonstrate having bid capacity sufficient to meet the aggregate of the qualifying criteria for individual contracts. In the Special Conditions section, it is mentioned that if the rate quoted by the bidder is less than 15% of the tendered amount, the bid shall be rejected, and concessions/facilities for 10% price preference shall be allowed only to individual registered contractors belonging to Schedule Caste and Schedule Tribe having a Registration Certificate up to 'B' Class.
Costs
EMD
₹ 6,48,826Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Impvt. To Maharakula Manpur To Govindapur 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_25Bid 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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Plain cement concrete(1:2.5:5) in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
1338.75
6776
9072106.31
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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 Tables 300-2 & Clause 305 of MoSRT&H Specifications for Road & Bridge works and as per direction of Engineer-in-Charge.(with Mechanical means)
29041.51
200
5833858.53
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
2187.5
74
163450
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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).
1904.71
50
95883.1
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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)
132.27
3853
509748.74
... More
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. etc. complete as per specification & direction of the Engineer in Charge.
4692.3
8182
38396668.59
... More
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, uniform and free from streaks and holes. and as per the direction of the Engineer-in-Charge.
1000
354
354290
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Cross Drainage Structures
-
-
-
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Earthwork in excavation for foundation in hard soil including dressing and levelling the bed and depositing the soil with initial lead of 50m and initial lift of 1.5m etc. complete and as per the direction of the Engineer-in-Charge.
533.52
270
144525.23
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Fillling in foundation trenches with sand including watering, ramming and cost, carriage, royalty, all labour T & P etc. complete and as per the specification and direction of the Engineer-in-Charge.
107.16
1403
150356.2
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Plain cement concrete(1:2.5:5) in open foundation complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
117.68
6776
797464.4
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Plain cement concrete(1:2.5:5) in Sub-Structure complete as per drawing and MORD technical specification Clause 800,1100,1203 and as per direction of Engineer-in-Charge.
512.75
6918
3547507.02
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Providing and laying reinforcement cement concrete NP-3 Pipe for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete and masonry works in head walls and parapets as per Technical Specification and as per direction of Engineer-in-Charge.
-
-
-
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1000 mm dia Hume Pipe in Single Row
5
6468
32342.8
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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.
20.8
28
588.43
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Providing weepholes in brick masonry/ stone masonry, plain/ reinforced concrete abutment, wing wall, return wall with 100mm dia AC pipes extending through full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing & Technical Specification and as per direction of Engineer-in-Charge.
225
111
25146
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Rough stone dry packing in approns & revetments with hard granite stone of 15cm.to 30 cm size of approved quality from approved quarry including cost, conveyance royality & taxes of all materials, cost of all labour including filling the interstics with small stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. complete as per specification & direction of the Engineer-in-Charge.
424.96
3070
1305022.41
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Road Furnitures
-
-
-
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Providing and fixing of 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 Clause 1701 and Annexure 1700.1
-
-
-
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Sign board
2
11993
23987.06
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Citizen board
2
8998
17996
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Providing and fixing of semi-reflective cautionary, mandatory and informatory signboard as per IRC-67 made of 1.5mm thick MS sheet duly stove white colour in front & gray colour on back with red reflective border of 65mm width & required letters & 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 47mm 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 and as per direction of Engineer in Charge.
-
-
-
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a) 600mm equilateral triangle
30
1997
59917.2
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b) 600mm Circular
30
2072
62187.9
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Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification Clause 1703 of MoRD and as pe direction of Engineer in charge.
-
-
-
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a) Fixing of 5th. Km. Stone (precast)
2
4337
8675.74
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a) Ordinary Kilometer Stone (precast)
5
2577
12887.3
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b) 200 Meter Stone (precast)
30
733
21995.1
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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD.
500
926
463020
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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
225
390
87828.75
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2nd Year
281.25
390
109785.94
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3rd Year
337.5
390
131743.13
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4thYear
393.75
390
153700.31
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5th Year
450
390
175657.5
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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
937.5
48
45262.5
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2nd Year
1125
48
54315
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3rd Year
1312.5
48
63367.5
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4thYear
1500
48
72420
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5th Year
1687.5
48
81472.5
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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
-
-
-
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1st Year
5
1713
8566.05
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2nd Year
5
1713
8566.05
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3rd Year
5
1713
8566.05
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4thYear
5
1713
8566.05
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5th Year
5
1713
8566.05
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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910
-
-
-
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1st Year
5
1538
7691.6
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2nd Year
5
1538
7691.6
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3rd Year
5
1538
7691.6
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4thYear
5
1538
7691.6
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5th Year
5
1538
7691.6
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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
30
176
5283.3
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2nd Year
32
176
5635.52
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3rd Year
34
176
5987.74
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4thYear
36
176
6339.96
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5th Year
38
176
6692.18
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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
60
10
658.2
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2nd Year
62
10
680.14
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3rd Year
64
10
702.08
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4thYear
66
10
724.02
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5th Year
68
10
745.96
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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
1375
3
5032.5
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2nd Year
2750
3
10065
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3rd Year
4125
3
15097.5
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4thYear
5500
3
20130
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5th Year
6875
3
25162.5
... More
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
937.5
18
17203.13
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2nd Year
1875
18
34406.25
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3rd Year
2812.5
18
51609.38
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4thYear
3750
18
68812.5
... More
5th Year
4687.5
18
86015.63
... More
Maintenance of 200 metre km stone 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
-
-
-
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1st Year
5
871
4357.6
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2nd Year
5
871
4357.6
... More
3rd Year
5
871
4357.6
... More
4thYear
5
871
4357.6
... More
5th Year
5
871
4357.6
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915.
-
-
-
... More
1st Year
900
37
33975
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2nd Year
900
37
33975
... More
3rd Year
900
37
33975
... More
4thYear
900
37
33975
... More
5th Year
900
37
33975
... More
TOTAL PART-I
1
1
64882612.05
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