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₹ 3,22,46,861
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.
Bid Capacity
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The bid capacity required in the given tender to bid 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, bidders must secure 80% marks in aggregate, with the total marks allocated to the machineries and equipments being 100. The bid capacity required can also be calculated as 80, based on the assumption that the bid capacity required is directly proportional to the total marks allocated. The bid capacity requirements for each equipment are as follows:
1. Hot Mix Plant: 60-90 TPH (10 marks)
2. Front end loader: 1 No (5 marks)
3. Vibratory Roller/Tandem roller: 1 No (10 marks)
4. Power Road roller: 8-10 Ton capacity (10 marks)
5. Hydraulic Excavator: 1.00 cum bucket (10 marks)
6. Concrete Mixer: 15-20 cum (10 marks)
7. Generator: 33 KVA capacity (5 marks)
8. Water Tanker: 5 Kilo capacity and above (10 marks)
9. Needle and plate vibratory: 2 Nos (10 marks)
10. Tipper: 10 ton capacity (10 marks)
11. Concrete joint Cutting Machine: 1 No (10 marks) The Earnest Money Deposit (EMD) is 1% of the estimated cost put to tender, and the Additional Performance Security varies based on the difference between the estimated cost put to tender and the bid amount. Therefore, the bid capacity required is 80, with the given formulas and equipment capacity requirements.
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 must have completed similar works with a value that can be compared to the estimated cost. The bidder should furnish information regarding the list of projects executed that are similar in nature to the work. The bidder's experience and capability to execute the works are crucial factors in the evaluation process. The value of civil engineering works executed during the last 5 years is provided as follows: - Year 2 (FY 2019-20): Rs. 1.61 lakhs
- Year 3 (FY 2020-21): Rs. 1.46 lakhs
- Year 4 (FY 2021-22): Rs. 1.33 lakhs
- Year 5 (FY 2022-23): Rs. 1.21 lakhs
- Year 5 (FY 2023-24): Rs. 1.10 lakhs However, specific values and percentages of similar works completed are not mentioned, except that if the rate quoted by the bidder is less than 15% of the tendered amount, the bid may be rejected or finalized through a transparent lottery system. The bidder must secure 80% marks in aggregate to qualify.
Costs
EMD
₹ 3,22,469Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Impvt. To Angarakhya To Sahira 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_12Bid 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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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)
9375
21
200718.75
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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)
9997.29
200
2008255.62
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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.
1537.5
61
94925.25
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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).
2358.34
50
118718.84
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Construction of granular sub-base by providing Close graded Granular Sub-base Grading-III material as per table 400-1, spreading in uniform layers with tractor 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 and Bridge works and as per direction of the Engineer -in- Charge.
1045.5
2910
3043084.58
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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)
2199.38
3383
7441800.17
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Providing and applying primer coat (low porosity) with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 of MoSRT&H Specifications for Road and Bridge works (4th Revision) and as per direction of the Engineer -in- Charge.
14025
38
542066.25
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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.30 kg per sqm on the prepared granular surface treated with primer and cleaned with Hydraulic broom as per Technical Specification Clause 503 of MORD and as per direction of Engineer in charge.
14025
14
197612.25
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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) etc.complete as per specification and direction of the Engineer-in-Charge.
701.25
9151
6417566.51
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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) etc. complete as per specification & direction of the Engineer in Charge.
347.19
10805
3751512.94
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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 MoRD technical specification Clause 309 and as per the direction of the Engineer-in-Charge.
11177.37
20
231259.79
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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.
627.17
270
169894.08
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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.
202.8
1177
238859.87
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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.
127.34
6392
813990.39
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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.
636.97
6534
4162153.07
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Providing and laying reinforced cement concrete R.C.C. grade M-25 including centering, shuttering, compacting by vibrators watering, curing finishing the exposed surface smooth with cost conveyance royalty of all materials etc. complete as per drawing and Techinical Specifications and as per direction of Engineer in Charge.
-
-
-
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Substructure
23.94
9662
231323.12
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Superstructure
5.7
10539
60077.03
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Providing HYSD reinforcement for RCC works including bending bindingand placing in position for finished item work as per drawings and Technical Specification and as per direction of Engineer in Charge.
29.64
9061
268592.05
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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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600 mm dia Hume Pipe in Single Row
70
2924
204740.2
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1000 mm dia Hume Pipe in Single Row
30
6566
196993.2
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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.
227
111
25274.18
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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
3
10850
32551.56
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Citizen board
1
10850
10850.52
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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
8
2172
17376.16
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b) 600mm Circular
8
2247
17981.52
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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) 5th Kilometer Stone (precast)
-
-
-
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a) Ordinary Kilometer Stone (precast)
4
2753
11015
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b) 200 Meter Stone (precast)
10
749
7496
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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.
50
966
48311
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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, uniform and free from streaks and holes.
625
501
313275
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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
247.5
390
96611.63
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2nd Year
259.88
390
101444.16
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3rd Year
267.3
390
104340.56
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4thYear
297
390
115933.95
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5th Year
346.5
390
135256.28
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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
600
44
26646
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2nd Year
720
44
31975.2
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3rd Year
900
44
39969
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4thYear
840
44
37304.4
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5th Year
900
44
39969
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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
525
18
9633.75
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2nd Year
682.5
18
12523.88
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3rd Year
682.5
18
12523.88
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4thYear
840
18
15414
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5th Year
945
18
17340.75
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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
60
334
20043.6
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2nd Year
120
334
40087.2
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3rd Year
180
334
60130.8
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4thYear
240
334
80174.4
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5th Year
300
334
100218
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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
25
176
4402.75
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2nd Year
25
176
4402.75
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3rd Year
25
176
4402.75
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4thYear
25
176
4402.75
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5th Year
25
176
4402.75
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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
100
10
1097
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2nd Year
100
10
1097
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3rd Year
100
10
1097
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4thYear
100
10
1097
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5th Year
100
10
1097
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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
862.5
3
3156.75
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2nd Year
1035
3
3788.1
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3rd Year
1207.5
3
4419.45
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4thYear
1380
3
5050.8
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5th Year
1552.5
3
5682.15
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TOTAL PART-I
1
1
32246861.3
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