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₹ 4,80,11,462
Technical
Technical
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Super class, special class, or A class contractors for general cases, but it is 'B' Class for Individual registered Contractors belonging to Schedule Caste and Schedule Tribe having Registration Certificate upto ‘B” Class. However, another source mentions the required class is as mentioned in Col-5 of the Annexure in NIT, but the specific class is not explicitly stated. Therefore, considering all sources, the most specific answer that can be provided is that the class eligibility requirement is either Super class, special class, A class, or 'B' Class, depending on the category of the contractor.
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, the bidder must secure at least 80 marks out of 100 based on the equipment and their respective capacities and assigned marks. The total marks for all equipment are 100, and the bidder needs to achieve 80% of this total to qualify. The bid capacity required can also be related to the Earnest Money Deposit (EMD) and the Additional Performance Security, with specific formulas provided for their calculation. However, the exact estimated cost put to tender is necessary for calculating the actual values of EMD and Additional Performance Security, which is not provided. Therefore, the bid capacity required can be summarized with the given formulas, but the actual values depend on the specific numbers (estimated cost and bid amount) which are not provided. The formulas provided are:
1. Assessed Available Bid Capacity = (A * N * 2) - B
2. Qualifying Score = (Total Marks for All Equipment) * 0.80
3. EMD = 1% of the estimated cost put to tender
4. Additional Performance Security (Below 5% difference: No security, From 5% and above but below 10% difference: 50% of the difference, From 10% and above difference: 150% of the difference) These formulas indicate the bid capacity required in terms of value and scoring.
Technical Capacity
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The bidder is required to have prior work experience in civil engineering works. The information on annual turnover contains a table with 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, the specific percentage of similar works completed is not mentioned. The bidder should have experience in executing works of a similar nature, with a maximum value of works executed in any one year considered for the calculation of the available bid capacity. The bidder must secure 80% marks in aggregate to qualify, but the exact percentage of similar works completed is not explicitly mentioned.
Costs
EMD
₹ 4,80,115Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Impvt. To Nuapada Antei 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_21Bid 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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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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Removing Pipe
70
383
26868.1
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Cement Mortar
96.58
840
81127.2
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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 .
1204.37
50
60627.99
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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).
16179.78
200
3250194.21
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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.
2420.88
74
180888.15
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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.
4884
28
140024.28
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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 .
858.24
2971
2549899.7
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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)
1797.49
3309
5948217.96
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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.
11488.35
37
432306.61
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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.
11488.35
19
227009.8
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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)
574.42
9036
5190706.12
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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
290
10762
3121255.5
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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.
11483.67
646
7420288.21
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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.
1040.43
270
281842.08
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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.
695.73
1130
786425.36
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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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1000 mm Dia. Hume Pipe
40
6266
250644
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Plain cement concrete M-15 in Open 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.
258.17
6328
1633898.55
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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.
1492.62
6436
9606547.1
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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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In Foundation
75.6
7614
575643.35
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In Sub Structure
32.89
9533
313542.34
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In Super Structure
75.6
10388
785369.84
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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 .
9.45
7614
71958.63
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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.
33.6
2294
77095.2
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
156.86
8806
1381379.75
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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.
269
111
29926.25
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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.
13.94
3326
46375.87
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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.
113.87
2791
317838.5
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Informatory Sign board with Logo
2
10830
21661.66
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Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 4.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides supported on mild steel frames as detailed below, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete (100 cm x 100 cm x 120 cm), 15 cm above ground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(3650 mm x 2450 mm Rectangle)
1
140831
140831
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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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i) 600mm equilateral triangle
13
2163
28124.72
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ii) 600mm Circular
8
2239
17912.96
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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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5th Kilometer stone (Precast)
-
-
-
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Ordinary kilometer stone(Precast)
5
2735
13677.35
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200 m Stone(Precast)
16
746
11937.6
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Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD. and as per direction of the Engineer-in-charge.
72
983
70814.88
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Road Safety Reflector (SoR 2022, Pg No 235)
410
282
115620
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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.
474.16
280
133215.25
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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
10646
10646.74
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Maintenance
-
-
-
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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
277.16
384
106604.05
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2nd Year
332.59
384
127924.09
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3rd Year
388.02
384
149244.13
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4th Year
443.46
384
170568.02
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5th Year
498.89
384
191888.06
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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
554.31
45
25193.39
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2nd Year
665.17
45
30231.98
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3rd Year
776.03
45
35270.56
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4th Year
886.9
45
40309.61
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5th Year
997.76
45
45348.19
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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
554.31
20
11546.28
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2nd Year
665.17
20
13855.49
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3rd Year
776.03
20
16164.7
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4th Year
886.9
20
18474.13
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5th Year
997.76
20
20783.34
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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
224.71
343
77140.7
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2nd Year
449.42
343
154281.39
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3rd Year
674.13
343
231422.09
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4th Year
898.84
343
308562.78
... More
5th Year
1123.55
343
385703.48
... More
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
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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4th Year
5
1713
8566.05
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5th Year
5
1713
8566.05
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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
2.05
873
1794.24
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2nd Year
2.05
873
1794.24
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3rd Year
2.05
873
1794.24
... More
4th Year
2.05
873
1794.24
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5th Year
2.05
873
1794.24
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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
18
176
3169.98
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2nd Year
18
176
3169.98
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3rd Year
18
176
3169.98
... More
4th Year
18
176
3169.98
... More
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
78
10
855.66
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2nd Year
78
10
855.66
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3rd Year
78
10
855.66
... More
4th Year
78
10
855.66
... More
5th Year
78
10
855.66
... More
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
-
-
-
... More
1st Year
307.95
3
1127.1
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2nd Year
369.54
3
1352.52
... More
3rd Year
431.13
3
1577.94
... More
4th Year
492.72
3
1803.36
... More
5th Year
554.31
3
2028.77
... 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.
-
-
-
... More
1st Year
275
33
9124.5
... More
2nd Year
275
33
9124.5
... More
3rd Year
275
33
9124.5
... More
4th Year
275
33
9124.5
... More
5th Year
275
33
9124.5
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