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₹ 2,57,82,675
Technical
Technical
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) Additionally, the bid capacity required can also be determined by the equipment capacity requirements, which include: 1. Hydraulic Excavator: 1.00 cum bucket capacity.
2. Vibratory Roller: 8-10 Ton capacity.
3. Concrete Mixer with batch mix arrangement: 15-20 cum.
4. Hot Mix Plant: 60-90 TPH (tons per hour).
5. Generator: 33 KVA capacity. The bidder must secure 80% marks in aggregate based on the machinery's availability and condition, with a total of 100 marks. The formula for qualification is: (Total Marks Obtained / Total Possible Marks) * 100 ≥ 80% The financial securities required to participate in the tender include:
- EMD = 1% of the estimated cost put to tender.
- Additional Performance Security = - 0, if (Bid Amount - Estimated Cost) / Estimated Cost < 5%. - 50% * (Bid Amount - Estimated Cost), if 5% ≤ (Bid Amount - Estimated Cost) / Estimated Cost < 10%. - 150% * (Bid Amount - Estimated Cost), if (Bid Amount - Estimated Cost) / Estimated Cost ≥ 10%.
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. The bidder should have experience in road works, specifically with WMM (Wet Mix Macadam) and WBM (Water Bound Macadam). The bidder should have completed similar works in the last five years, and the value of these works should be updated to the current price level. However, the exact percentage of similar works completed is not mentioned. The bidder's available bid capacity should be more than the total estimated cost of the works, and the bidder should have the necessary experience and machinery to complete the works. The bidder should have a minimum annual turnover, but the exact amount is not specified. The bidder's available bid capacity will be calculated based on the maximum value of works executed in any one year during the last five years, which will be updated to the current price level using a rate of inflation of 10% per year. The bidder must secure 80% marks in aggregate to qualify, with the total marks for the required machinery being 100. The bidder's bid capacity will be calculated based on the maximum value of works executed in any one year during the last five years, and the value of existing commitments and ongoing works. The formula for calculating the available bid capacity is: Assessed Available Bid Capacity = (A*N*2-B), where A is the maximum value of works executed in any one year during the last five years, B is the value of existing commitments and ongoing works, and N is the number of years prescribed for completion of the works. No specific amount or percentage of similar works that must be completed is mentioned, but the bidder should have completed similar works in the last five years, and the value of these works should be updated to the current price level.
Costs
EMD
₹ 2,57,827Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Impvt. To Mahasahni To Sanamanga 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_13Bid Award Id
ViewTender No
Tender Online RCK-25/24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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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.
7500
6
45000
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1st Year
480
44
21316.8
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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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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 and as per direction of Engineer in Charge.
7.2
2302
16577.71
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1000 mm dia Hume Pipe in Single Row
10
6566
65664.4
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3rd Year
144
334
48104.64
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5th Year
240
334
80174.4
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Foundation
17.25
7693
132705.63
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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.
223
111
24828.82
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Citizen board
1
10850
10850.52
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Clearing grass and removal of rubbish up to a disyance of 30 m outside the periphery of the area by Manual means as per Technical Specification Clause 201 of MORD and as per direction of Engineer-in-Charge.
16000
8
132160
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b) 200 Meter Stone (precast)
8
749
5996.8
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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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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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4thYear
251.64
390
98227.67
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1st Year
420
18
7707
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2nd Year
546
18
10019.1
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4thYear
192
334
64139.52
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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.
96.93
6392
619601.76
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4thYear
672
44
29843.52
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1st Year
690
3
2525.4
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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.
11220
38
433653
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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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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.
836.4
2909
2433882.18
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a) Ordinary Kilometer Stone (precast)
3
2753
8261.25
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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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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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2nd Year
576
44
25580.16
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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.
277.75
10805
3001188.74
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5th Year
1242
3
4545.72
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5th Year
720
44
31975.2
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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.
92.24
1177
108641.19
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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)
1759.5
3383
5953426.61
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3rd Year
966
3
3535.56
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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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4thYear
672
18
12331.2
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5th Year
80
10
877.6
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Sign board
3
10850
32551.56
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Cross Drainage Structures
-
-
-
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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)
6681.83
200
1342246.01
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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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Providing & laying of fiter media with stone crushed 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 withg smaller size towards the soil & bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Techinical Specifications and as per direction of Engineer in Charge.
8.34
3420
28527.47
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2nd Year
220.19
390
85951.17
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2nd Year
96
334
32069.76
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1st Year
80
10
877.6
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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).
1258.43
50
63349.37
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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.
65.47
9061
593285.76
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1st Year
20
176
3522.2
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4thYear
1104
3
4040.64
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Providing and laying cement concrete wearing course M 30 grade excluding reinforcement complete as per drawing and Technical Specification and as per direction of Engineer in Charge.
2.03
7711
15653.68
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3rd Year
80
10
877.6
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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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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.
40
966
38648.8
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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.
11220
14
158089.8
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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.
453.18
6534
2961214.07
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1st Year
48
334
16034.88
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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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2nd Year
20
176
3522.2
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600 mm dia Hume Pipe in Single Row
10
2924
29248.6
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5th Year
293.58
390
114598.95
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a) 600mm equilateral triangle
6
2172
13032.12
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2nd Year
828
3
3030.48
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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.
24.48
2802
68602.75
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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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3rd Year
20
176
3522.2
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Substructure
39.04
9662
377228.68
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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.
500
501
250620
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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.
1230
61
75940.2
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3rd Year
546
18
10019.1
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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.
561
9151
5134053.21
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4thYear
80
10
877.6
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Road Furnitures
-
-
-
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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.
457.66
270
123975.52
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4thYear
20
176
3522.2
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3rd Year
720
44
31975.2
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2nd Year
80
10
877.6
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TOTAL PART-I
1
1
25782674.56
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Flexible Pavement
-
-
-
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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)
7500
21
160575
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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.
7757.37
20
160499.99
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1st Year
209.7
390
81856.4
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Superstructure
19.5
10539
205526.69
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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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3rd Year
226.48
390
88406.47
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