Rural Development Department Tender
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Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is as follows: - 'B' Class Contractor for estimated cost more than Rs.20.00 Lakhs and within Rs.3.00 Crore.
- 'A' Class Contractor for estimated cost more than Rs.1.00 Crore and within Rs.20.00 Crore.
- Special class contractor for estimated cost more than Rs.6.00 Crore and within Rs.50.00 Crore.
Bid Capacity
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Assessed Available Bid Capacity = (A * N * 2) - B Where:
A = Maximum value of works executed in any one year during the last five years (updated to the current price level)
B = Value of current price level of the existing commitments & ongoing works to be completed during the next year
N = Number of years prescribed for completion of the works for which the bids are invited, 1 for Upto 12 months and above 12 months.
Technical Capacity
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The required prior work experience for the bidder is not explicitly stated in terms of years. However, 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. The intending tenderer(s) should have the total financial turn over in respect of Civil Engineering works of 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. The value of similar works completed is required to be provided in a format with columns for year-wise value of work done, but no specific percentage is mentioned, except that the bidder should have executed similar nature of work worth 75% of the estimated cost put to tender. To qualify, the bidder's available bid capacity at the expected time of bidding should be more than the total estimated cost of the works. The available bid capacity is calculated using the formula: 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, N is the number of years prescribed for completion of the works, and B is the value of current price level of the existing commitments and ongoing works to be completed during the next year. The bidder needs to provide information on similar nature of work executed, including project name, name of employer, description of work, value of contract, and other details for the last five years. The bidder must also submit a certificate from the Engineer-in-Charge for the work performed. The bidder must secure 80% marks in aggregate to qualify, with specific marks assigned to different machineries owned or possessed on lease or hire. The total marks are 100. The bidder's experience and resources should be sufficient to meet the aggregate of the qualifying criteria for the individual contracts. However, specific details on the required prior work experience, such as the amount or percentage of similar works completed, are partially provided, with the bidder needing to have executed civil engineering works worth 75% of the estimated cost put to tender during any three financial years taken together of the last preceding five years.
Costs
EMD
₹ 7,40,050Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_110847_1Bid Award Id
ViewTender No
Road Online-AGL-23/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Loosening, Levelling and compacting original ground supporting embankment to facilitate placement of first layer of embankment ,scarified to a depth of 150mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in tables 300.1 & 300.2 for embankment construction as per technical Specification Clause 301.4.1
270
35
9595.8
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Construction of embankment with approaved materials deposited at site from roadway cutting and excavation from drain and foundation of other structure graded and compacted to meet requirement of Table 300.1 and 300.2 as per Technical Specification clause 301.5(By Mechanical Means)
14864
200
2985880.32
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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.
46273.34
28
1326656.66
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Earth work in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides, bottom and backfilling with approved materials.
918
85
78874.56
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Construction of granular Sub-base by providing Close graded Granular sub-base material as per table 400-1 ,spreading in unifrom 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 & Bridge works(5th. Revision) .
543.83
1915
1041809.69
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Providing laying and compacting graded stone agregate to wet mix macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge .
1386.62
2495
3459727.83
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Providing & applying Primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface & spraying primer at the rate of 0.7-1.0 kg/sqm as per Technical Specifications Clause 502.
4519.15
38
173987.28
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Providing & applying Tack coat with bitumen (RS-1) using emulsion sprayer at the rate of 0.25-0.30 kg/sqm on prepared bituminous surface properly cleaned with hydraulic broom as per Technical Specification Clause 503.
4519.15
14
63403.68
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Providing & laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 grade of Bitumen, transported to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level & allignment and rolling with smooth wheeled vibratory & tandem rollers to achieve the desired compaction as per clause 504 of MoSRT&H Specifications for Road & Bridge work
225.96
7759
1753230.42
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Providing & laying semi dense bituminous concrete with 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 work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level & alignment, rolling with smooth wheelade, vibratory & tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) AR-175/47
112.98
9907
1119347.09
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Providing laying & Spreading of good laterite moorum in both sides berms to an uniform thickness & rolling with PRR including cost Conveyance & royalty of materials, labour PRR charges, T&P etc. required for the work complete.
182.87
853
156105.15
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Reinforced cement concrete M15 grade Guard stone/localstone of standard design as per IRC:25 fixed position including finishing & lettering but excluding painting as per drawing & Technical specification Clause 1704 of MORD
2077
680
1412900.02
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Providing for Shifting of Public Utilities to new location to make free the carriageway & shoulder for Safety measures (Electric Poles)
4
8000
32000
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Transformer
1
30000
30000
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Tree Cutting
20
3000
60000
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads for centreline marking.
212.5
280
59701.88
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Providing retro-reflectorised cautionary, Mandatory and Informatory sign boards as per IRC. 67 made of high intensity grade sheeting vide clause no. 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75 x 75mm x 6mm size as per approved drawing as per clause no.801.08 of MoRT&H specification and direction of the Engineer-in-charge (60cm circular)
4
4625
18501.96
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90 cm equilateral triangle
6
5496
32981.1
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60 cm X 45 cm square
2
4536
9072.58
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810.
20
3075
61516.4
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Providing and erecting of Main informatory sign board (MIB) of retro-reflective sign boards retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing
1
17683
17683.2
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Main Entry Gate (Entry Board)
1
450000
450000
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Reinforced Cement Concrete M15 grade kilometer stone / local stone of standard design as per IRC:8 fixing in position including painting and printing etc. as per drawing and Technical specification Clause 1703 Ordinary Kilometer stone (Precast)
2
2316
4633.46
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200m stone (Precast)
5
685
3427.55
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Reference Pillar (Precast)
10
685
6855.1
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Earthwork in excavation for structures as per drawing & technical specifications Clause 305.1 including setting out, construction of shoring & bracing, removal of stumps & other deleterious material & disposal upto a lead of 50 m, dressing of side
999.25
270
270686.83
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filling in foundation with sand trenches as per drawing & technical specification clause 3005.3.9
271.1
1140
309292.57
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Providing PCC M-15 Concrete for plain/reinforced concrete in open foundations complete as per drawings & technical specification clause 802, 803, 1202, 1203
248.7
5936
1476497.08
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Providing concrete M20 for reinforced concrete in substructure upto 5m height complete as per drawings & technical specification clause 802,804,805,806,807,1202,1204
445
6401
2848885.55
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Supplying, fitting & placing HYSD bar reinforcement in Super Structure complete as per drawings & technical specification clauses 1002, 1005, 1010 & 1202 of MORD specification for Rural roads & as per direction of the Engineer-in-Charge
1147.8
8769
10065218.89
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Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 (Below Bed level)
258
5794
1495063.56
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Providing & laying Reinforced Cement Concrete M-25 in Super-Structure as per drawings and technical specifications clause 800.1205.4 & 1205.5 of MORD as per direction of Engineer-in-charge(Raft)
195
9067
1768178.1
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Deckslab
234
9944
2327066.82
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Rib & Hunch
313.5
10529
3300995.12
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Providing weepholes in brick masonary / stone masonary/plain/ reinforced concrete abutment, wingwall , return wall with 100mm dia. AC pipeextending through the full width of the structure with slope of 1(V):20(H) towards drawing face complete as per drawing.
78
111
8712.6
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Bridge Works
-
-
-
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Dismantling of existing structures like culverts,bridges,retaining walls and other structure comprising of masonry,cement concrete,wood work,steel work,including T&P and scaffolding wherever necessary,sorting the dismantled material,disposal of unserviceable material and stacking theunserviceable material with all lifts and lead of 1000m as per Technical specification clause202.1
65.79
840
55263.6
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Earthwork in excavation in cutting in hard soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
2502.98
225
565047.74
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Earthwork in excavation in foundation in all kinds of soil within initial lead of 50m. and 1.5m initial lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
712.24
375
267517.34
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Earthwork in excavation in foundation in hard rock within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm and laying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
147.61
1632
240921.66
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Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
95.59
5794
553926.84
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Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
272.31
5936
1616666.35
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Reinforced Cement Concrete M 25 Grade using 20mm down graded chips in Foundation and Plinth
Railing & Post
78.04
2356
183881.75
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Reinforced Cement Concrete M 30 Grade using 20mm down graded chips in superstructure (Foundation)
252.72
9686
2447992.5
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Abutment & Pier Shaft
383.1
9391
3597791.71
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Retaining Wall / Wing Wall
8.2
15888
130282.58
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Abutment & Pier Cap
41.2
9391
386919.5
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DIRT Wall
6.48
12344
79991.71
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Deck slab
368.68
11320
4173697.24
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Providing & laying of wearing course of 56mm thick consisting of 6mm thick mastic asphalt and 50 mm thick asphaltic concrete on top of the Deck slab. The mastic asphalt shall be of paving grade bitumen meeting the requirement given in the table 500-39, prepared by using mastic cooker and laid to required level & slope after cleaning the surface, applying prime coat including providing antiskid surface with bitumen precoated fine grained hard stone chipping of all complete as per clause 501, 502,503 & 516 of MoRT&H Specification for road & bridge work (5th revision), followed by asphaltic concrete to be laid in two layers of 25mm thick each etc complete as per approved drawing & technical specification Clause No 503 & 507 of MoRT&H specifications for road & Bridge work (5th revision) and as per direction of the Engineer-in-charge. (Wearing Coat - Mastic Asphalt)
234.9
2381
559440.19
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Tack Coat
234.9
14
3295.65
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Prime Coat
234.9
38
9043.65
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Approach Slab
25.87
7619
197113.88
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Supplying, fitting & placing HYSD bar reinforcement in Super Structure complete as per drawings & technical specification clauses 1002, 1005, 1010 & 1202 of MORD specification for Rural roads & as per direction of the Engineer-in-Charge
1097.73
8769
9626148.05
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Providing and laying of Filter media with stone crushed aggregates of 45 mm size satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment , wingwall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specifications.
85.26
2476
211184.76
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
404.1
111
45137.97
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Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete (Revertments)
436.78
2033
888122.25
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Back filling behind abutment, wing wall and return wall complete as per drawing and technical specifications…(GRANULAR MATERIAL)
218.39
1481
323446.51
... More
SANDY MATERIAL
389.01
1835
713848.91
... More
Providing and fixing 15 cm dia & 1.00m long RCC Guard posts including all costs & conveyance etc complete.
204
680
138773.04
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Providing fitting and fixing of expansion joint
-
-
-
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Fixing of Strip Seal Expansion Joint
33.8
12289
415379.35
... More
Providing and laying Tar paper
45.8
17
786.39
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Providing and laying Sali Tax Board
43.2
1224
52917.41
... More
Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203
9.21
5794
53370.29
... More
Providing ,fitting, fixing of drainage spout
42
1434
60251.52
... More
Levelling the hard rock surface under wells for piers, abutments & wing under water
246.02
214
52842.64
... More
Providing and applying two coats of water based enamel paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescense and applying paint @ 1 litre per 02 Sqm
264.92
212
56258.41
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Construction of embankment with approved material obtained from borrow pits with all liifts and leads, transporting to the site by mechanical means within a lead of 05kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoSRT&H specifications for Road & Bridge works (04th Revision)
6006
200
1206485.28
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Loosening of the ground upto a level of 500 mm below the sub grade level, watered, graded and compacted in layers to meet requirements of table 300 - 2 for sub grade construction & clause 305 of MoSRT&H specifications for road & bridge works(4th revision).
2475
35
87961.5
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Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, 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 & Bridge works (4th Revision)
540
1915
1034472.6
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Providing, laying, spreading & compacting graded stone aggregate 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)
590.63
2495
1473669.1
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Providing and applying Primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surfaces and spraying primer @ 0.60kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)
2625
38
101062.5
... More
Providing and applying Tack coat with bitumen emulsion on prepared surface including clearing of road surfaces and spraying primer @ 0.20kg/ sqm using Mechanical means as per clause 502 of MoSRT&H Specifications of Road & Bridge work (04th Revision)
2625
14
36828.75
... More
Providing & 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) Page-169 Item -45
131.25
7759
1018372.69
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Providing & laying Semi Dense Bituminous Concrete 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
60.94
9907
603761.83
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Earthwork in excavation in foundation in all kinds of soil within the initial lead and lift including rough dressing and breaking clods to maximum 5cm to 7cm andlaying in layers not exceeding 0.3 mtr in depth etc complete as per the direction of the Enngineer in Charge.
142.5
270
38601.83
... More
Filling in Foundation Trenches with sand as per drawing and technical specification and as per the direction of the Engineer-in-charge.
162.85
1140
185792.31
... More
Providing Plain Cement Concrete of Nominal Mix of (1:3:6) in open foundations comepte as per drawings and as per direction of Engineer in Charge.
24
5794
139075.68
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Plain Cement Concrete M 15 Grade using 20mm down graded chips in Foundation and Plinth
300
5936
1781058
... More
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications.
200
111
22340
... More
Rough stone dry packing in approns and revetments with hard granite stone (30 cm & above) including cost of all materials etc complete
120
2033
244000.8
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