Works Department Tender
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Technical
Technical
Financial
Class Of Bidder
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The eligible class required by a bidder to participate in the tender is "B class & above", "C class", and also includes "eligible class of contractors of Government of Odisha or of equivalent class of other State Governments/Railways/CPWD/MES".
Technical Capacity
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The required prior work experience for the bidder includes completing similar works with a value of at least 75% of the estimated cost put to tender during any three financial years, excluding the current financial year. The bidder should have an annual turnover of civil construction works of at least 200% of the annual payment of the work put to tender. The total financial turnover in respect of civil engineering works should be not less than the amount put to tender during any three financial years taken together of the last preceding five financial years. The specific values and percentages mentioned are: - 75% of the estimated cost put to tender
- 200% of the annual payment of the work put to tender
- Three financial years - Five financial years The bidder should have completed similar nature of work with a value of at least 75% of the estimated cost put to tender. The bidder's bid capacity is determined by the total value of Civil Engineering construction work performed in the last five years.
Costs
EMD
₹ 8,98,620Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Bhainsadani To Dhobghat Road Under Mmsy Cuvda In The District Of Nuapada For The Year 2024-25
Description
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Contact
Tender Id
2025_CERWI_113490_5Tender No
BPT/Online-01/2025-26Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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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
2947.78
74
220464.46620000002
... More
Excavation in Hard Rock (blasting prohibited by mechanical means) as per technical specificaation clause 302
13134.54
436
5734146.1278
... More
Excavation in soil in Hilly area by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1
30647.26
140
4310251.156489384
... More
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).
1498.554
50
75527.1216
... More
Construction of Granular Sub Base Grading III material as per table 400-1 spreading in uniform layers with moto grader on prepared surface, mixing by mix in place method with rotavator at OMC & compacting with vibrator roller to achieve the desired density complete as per clause 401 of Mo SRT&H specifications for Road & Bridge works ( 4th revision)
2841.23475
2522
7165868.14478127
... More
Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)
5145.4125
2904
14947163.326046241
... More
Providing and applying primer coat with bitumen emulsion (SS) 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 & as per direction of EIC
33927.75
38
1299615.9088326432
... More
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC
33927.75
13
470842.4998690714
... More
Providing and 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 and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) AR-175/47
848.19
10368
8794646.29007389
... More
Construction of un-reinforced plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M-30 (Grade), coarse & fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm, mixed in a concrete mixer of not less than 0.2 cum capacity & appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the E.I.C.
838.62
7460
6256348.305790697
... More
Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.
21105
28
603781.7791359375
... More
Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
3807.14
276
1054158.9945999999
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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.
1146.5477999999998
898
1030081.4744759998
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Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
834.515
6111
5100280.29005
... More
Plain cement concrete in sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204
1045.88
6214
6499945.482800001
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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5
-
-
-
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RCC M-25
-
-
-
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Foundation
56.72
7385
418924.8448
... More
Sub-Straucture
6.32
9311
58845.835999999996
... More
Super-Straucture
237.555
10161
2413810.2089239685
... More
Plain Cement Concrete M20 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
75.07
6712
503898.36659999995
... More
Plain Cement Concrete M20 nominal mix) in levelling course below Sub Structure of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD
405.12
6815
2761103.4623999996
... More
Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
22.08
7404
163486.50239999997
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Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. and as per the direction of the Engineer in charge
-
-
-
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1000 mm dia HPC (Single row)
52.5
7308
383693.1
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Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge
24.916240000000002
88852
2213872.373592196
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.
398.784
3121
1244608.8518400001
... More
Providing and laying pitching withH.G Stone Boulderslopes laid over prepared surface including cost of all labour T&P etc complete as per direction of EIC
40
1121
44876.82
... More
Providing Gravel backing including cost, conveyance, royality etc complete as per direction of EIC
20
695
13911.612000000001
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Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing
294.01957494407156
112
32950.7737639821
... More
Dry masonry or rough stone dry masonry for guard walls and retaining walls with hard granite stones with all cost, conveyance, royality, T&P, Labour etc. complete.
1375.94
2457
3381816.9786200006
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ROAD APPURTENANCES
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 and as per direction of EIC
-
-
-
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i.) 600mm equilateral triangle
50
2135
106754
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iv) 800mm x600mm rectangular ( For Place Indentification)
2
2289
4579.08
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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and as per direction of EIC
4
3316
13266.32
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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 as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge
3
11918
35754.57
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Providing and fixing of typical CITIZEN INFORMATION 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 and as per direction of EIC
3
18428
55284.479999999996
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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, 2.00 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 angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground 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.(1800mmx1200mm Rectangle)
1
28383
28383.285600000003
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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.
-
-
-
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Fixing of 5th. Km. Stone
2
4317
8634
... More
Fixing of Km. Stone
8
2596
20768.4
... More
Fixing or 200m Stone
40
744
29781.6
... More
providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C
540
967
522714.6
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Maintenance of BT road
-
-
-
... More
1 st year
1142.691235799108
322
369020.0452519382
... More
2nd year
1371.2294829589293
322
442824.0543023258
... More
3rd Year
1428.364044748885
322
461275.0565649228
... More
4th year
1485.4986065388405
322
479726.0588275197
... More
5th year
1542.6331683287958
322
498177.0610901166
... More
Maintenance of Earthen Shoulder (Filling with fresh selected soil)
-
-
-
... More
1 st year
415.78125
45
18946.597001784376
... More
2nd year
540.515625
45
24630.57610231969
... More
3rd Year
582.09375
45
26525.235802498126
... More
4th year
602.8828125
45
27472.565652587346
... More
5th year
623.671875
45
28419.895502676565
... More
Maintenance of Earthen Shoulder (stripping of excess soil)
-
-
-
... More
1 st year
399.15000000000003
21
8433.991602
... More
2nd year
478.97999999999996
21
10120.7899224
... More
3rd Year
226.18499999999997
21
4779.2619078
... More
4th year
459.0225
21
9699.0903423
... More
5th year
558.81
21
11807.588242799999
... More
Restoration of Rain Cuts
-
-
-
... More
1 st year
498.9375
552
275666.5486265625
... More
2nd year
399.15000000000003
552
220533.23890125004
... More
3rd Year
498.9375
552
275666.5486265625
... More
4th year
399.15000000000003
552
220533.23890125004
... More
5th year
498.9375
552
275666.5486265625
... More
White washing of parapet walls of CD work and tree trunks
-
-
-
... More
1 st year
180
32
5937.5264285714275
... More
2nd year
180
32
5937.5264285714275
... More
3rd Year
180
32
5937.5264285714275
... More
4th year
180
32
5937.5264285714275
... More
5th year
180
32
5937.5264285714275
... More
Maintenance of Road Signs
-
-
-
... More
1 st year
10.049999999999999
1564
15718.77285
... More
2nd year
10.049999999999999
1564
15718.77285
... More
3rd Year
10.049999999999999
1564
15718.77285
... More
4th year
10.049999999999999
1564
15718.77285
... More
5th year
10.049999999999999
1564
15718.77285
... More
Maintenance of culverts
-
-
-
... More
1 st year
15
1742
26133.75
... More
2nd year
15
1742
26133.75
... More
3rd Year
15
1742
26133.75
... More
4th year
15
1742
26133.75
... More
5th year
15
1742
26133.75
... More
Maintenance of 200 metre, Km stones
-
-
-
... More
1 st year
10.049999999999999
3243
32601.357809999994
... More
2nd year
10.049999999999999
3243
32601.357809999994
... More
3rd Year
10.049999999999999
3243
32601.357809999994
... More
4th year
10.049999999999999
3243
32601.357809999994
... More
5th year
10.049999999999999
3243
32601.357809999994
... More
Cutting of branches of trees and shurbs from the road way (Assuming)
-
-
-
... More
1 st year
35
179
6290.746
... More
2nd year
31
179
5571.8036
... More
3rd Year
23
179
4133.9188
... More
4th year
23
179
4133.9188
... More
5th year
24
179
4313.6544
... More
Cutting of shurbsfrom the road way or with in R.O.W
-
-
-
... More
1 st year
132
11
1479.3292800000002
... More
2nd year
126
11
1412.0870400000001
... More
3rd Year
80
11
896.5632
... More
4th year
85
11
952.5984000000001
... More
5th year
70
11
784.4928000000001
... More
Trimming of grasses and weeds from the shoulders
-
-
-
... More
1 st year
1663.125
3
6218.446550000001
... More
2nd year
1330.5
3
4974.757240000001
... More
3rd Year
1663.125
3
6218.446550000001
... More
4th year
1663.125
3
6218.446550000001
... More
5th year
1995.75
3
7462.135860000001
... More
Maintenance of Rcc railing
-
-
-
... More
1 st year
13.96
1808
25241.745337793338
... More
2nd year
13.96
1808
25241.745337793338
... More
3rd Year
13.96
1808
25241.745337793338
... More
4th year
13.96
1808
25241.745337793338
... More
5th year
13.96
1808
25241.745337793338
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