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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
₹ 9,50,360Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CERWI_113490_6Tender 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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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
15510.8
140
2181449.292304615
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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).
1424.556
50
71797.6224
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labour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge
4403.418125
947
4171891.475660792
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Supplying & filling moorum of approved quality including watering to complete saturation & ramming with all leads & lifts including cost, conveynance,royality& taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of EIC.
2184.375
534
1168433.6512419845
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Providing and laying Water Bound Macadam (WBM) grading of coarse aggregate confirming to table :400.7 & 400.8, in compacted layers as per the specifications.( With Crushable Moorum & as per direction of EIC
-
-
-
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Grading No. -II
1671.0456
3716
6211243.67261516
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Grading No. -III
1804.6399999999999
3824
6902463.537654662
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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
22280.63
38
855358.6502945746
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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
22280.63
13
309836.2041327171
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Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 grade Penetration Grade Bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 & as per direction of EIC
22280.63
212
4724889.947136703
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 with VG-30Grade Penetration Grade Bitumen & as per direction of EIC
22280.63
84
1883525.7258447811
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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.
320.625
7697
2467956.074682938
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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.
13230
28
378490.07050312497
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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.
6888.376
276
1907322.43064
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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.
1798.2819999999997
1074
1932811.4764199995
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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
1403.0875
6338
8893161.4395
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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
1021.061
6441
6577082.74662
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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
503.08
7630
3838671.4472
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sub-structure
235.04999999999998
9555
2246029.677
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Super-structure
531.24
10405
5527849.694399999
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Providing Concrete for reinforced cement concrete of M25 for Railing complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge
177
2371
419778.51
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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
120
972
116732.4
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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
351.976
6948
2445733.39408
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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
423.48
7051
2986262.3855999997
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3
83.38999999999999
7649
637870.9574999999
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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)
67.5
7397
499350.825
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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
119.31366999999999
89002
10619219.287021006
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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.
956.5219999999999
3265
3123972.1563399998
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Weepholes
350.2
112
39418.512
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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
28
2163
60581.64
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iv) 800mm x600mm rectangular ( For Place Indentification)
2
2318
4636.18
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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
3354
13418.56
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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
2
11975
23950.6
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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
18568
55706.64
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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
28482
28482.494400000003
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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 Km. Stone
15
2657
39860.4
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Fixing or 200m Stone
10
755
7556.900000000001
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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
75
972
72957.75
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Maintenance of BT road
-
-
-
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1 st year
1484.6393683803783
323
480327.83991998876
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2nd year
1781.567242056454
323
576393.4079039865
... More
3rd Year
1855.7992104754726
323
600409.7998999859
... More
4th year
1930.0311788944919
323
624426.1918959854
... More
5th year
2004.263147313511
323
648442.5838919849
... More
Maintenance of Earthen Shoulder (Filling with fresh selected soil)
-
-
-
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1 st year
273.046875
45
12442.381909289064
... More
2nd year
354.9609375
45
16175.096482075784
... More
3rd Year
382.26562500000006
45
17419.33467300469
... More
4th year
395.91796875
45
18041.453768469142
... More
5th year
409.5703125
45
18663.572863933594
... More
Maintenance of Earthen Shoulder (stripping of excess soil)
-
-
-
... More
1 st year
262.125
21
5538.669795
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2nd year
314.55
21
6646.403754
... More
3rd Year
148.5375
21
3138.5795505
... More
4th year
301.44375
21
6369.470264250001
... More
5th year
366.97499999999997
21
7754.137712999999
... More
Restoration of Rain Cuts
-
-
-
... More
1 st year
327.65625
552
181032.42905859379
... More
2nd year
262.125
552
144825.94324687502
... More
3rd Year
327.65625
552
181032.42905859379
... More
4th year
262.125
552
144825.94324687502
... More
5th year
327.65625
552
181032.42905859379
... More
White washing of parapet walls of CD work and tree trunks
-
-
-
... More
1 st year
360
32
11875.052857142855
... More
2nd year
360
32
11875.052857142855
... More
3rd Year
360
32
11875.052857142855
... More
4th year
360
32
11875.052857142855
... More
5th year
360
32
11875.052857142855
... More
Maintenance of Road Signs
-
-
-
... More
1 st year
6.3
1564
9853.5591
... More
2nd year
6.3
1564
9853.5591
... More
3rd Year
6.3
1564
9853.5591
... More
4th year
6.3
1564
9853.5591
... More
5th year
6.3
1564
9853.5591
... More
Maintenance of culverts
-
-
-
... More
1 st year
30
1742
52267.5
... More
2nd year
30
1742
52267.5
... More
3rd Year
30
1742
52267.5
... More
4th year
30
1742
52267.5
... More
5th year
30
1742
52267.5
... More
Maintenance of 200 metre, Km stones
-
-
-
... More
1 st year
6.3
3243
20436.672059999997
... More
2nd year
6.3
3243
20436.672059999997
... More
3rd Year
6.3
3243
20436.672059999997
... More
4th year
6.3
3243
20436.672059999997
... More
5th year
6.3
3243
20436.672059999997
... More
Cutting of branches of trees and shurbs from the road way (Assuming)
-
-
-
... More
1 st year
35
179
6290.746
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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
1092.1875
3
4083.7036250000006
... More
2nd year
873.75
3
3266.9629000000004
... More
3rd Year
1092.1875
3
4083.7036250000006
... More
4th year
1092.1875
3
4083.7036250000006
... More
5th year
1310.625
3
4900.444350000001
... More
Maintenance of Rcc railing
-
-
-
... More
1 st year
13.96
1834
25604.680302860004
... More
2nd year
13.96
1834
25604.680302860004
... More
3rd Year
13.96
1834
25604.680302860004
... More
4th year
13.96
1834
25604.680302860004
... More
5th year
13.96
1834
25604.680302860004
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