Works Department Tender
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Works Department - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Jan 2025
Closing Date6 Feb 2025
Tender Amount₹ 7,99,65,300
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender includes Special Class, A Class, and B Class of Odisha PWD, as well as relevant classes of other licensing authorities.
Bid Capacity
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The bid capacity required in the given tender 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 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 The total estimated cost of the works should be less than the available bid capacity for the bidder to qualify. Additionally, the tender requires specific equipment with respective capacities and quantities, but no other formulas are provided for calculating bid capacity.
Technical Capacity
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The required prior work experience for the bidder is in civil engineering works, specifically in construction of Road works. 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 excluding the current financial year. The bidder 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 (excluding the current financial year). The bidder must provide a list of projects executed that are similar in nature to the work and furnish a minimum annual turnover. The bidder must also provide information on the total value of civil engineering construction work performed in the last five years, with a certificate from a Chartered Accountant. The values of civil engineering works executed by the bidder during the last 5 years are as follows:
- Year 1 (2019-20): Rs. 1.61 lakhs
- Year 2 (2020-21): Rs. 1.46 lakhs
- Year 3 (2021-22): Rs. 1.33 lakhs
- Year 4 (2022-23): Rs. 1.21 lakhs
- Year 5 (2023-24): Rs. 1.10 lakhs The percentage of similar works completed is 75% of the estimated cost put to tender.
Costs
EMD
₹ 7,99,653Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_109740_11Bid Award Id
ViewTender No
Tender Online RWC - 01/25Tender Authority
Works Department ViewPurchaser Address
-Website
http://https://www.worksodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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Reworking the scarified bituminous surface after supplementing the base materials with sand and water compacting with PRR including hire and running charges of PRR cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer in charge.
9120
16
151300.8
... More
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 the serviceable material with all lifts and lead as per Technical Specification Clause 202 of MoRD by manual means & as per direction of the Engineer-in-Charge.
-
-
-
... More
Cement Mortar
271.82
840
228328.8
... More
Cement Concrete
6.6
1574
10394.93
... More
Hume pipes above 600mm to 900mm dia
112.5
383
43180.88
... More
Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means within 5km lead, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.
22977.35
200
4615690.07
... More
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain & foundation of other structures with all lead & lift by mechanical means graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 & MORD clause 301.5 as directed by Engineer in charge.
2164.9
50
108981.07
... More
Construction of granular sub-base by providing close grade Granular Sub-base grading-III material as per table-100-1, 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 & Bridges work (4th Revision)(A/R-2006 page-160 item No-39).
1734.73
3232
5607931.06
... More
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)
2904.13
3713
10783208.94
... 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 0.60 kg/sqm using mechanical means for low porosity surface including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 502 of MoRT&H specification and direction of Engineer in Charge.
17037.57
38
656798.32
... More
Providing and applying tack coat with Bitumen emulsion (RS) at the rate of 0.30 kg per sqm using emulsion pressure distributor on the prepared granular surfaces treated with primer using mechanical means including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 503 of MoRT&H specification and direction of Engineer in Charge.
17037.57
20
344499.67
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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) Page-169 Item -45
851.88
9528
8117078.95
... More
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) Page -175 item - 47
430.12
11259
4843073.78
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Fine dressing and turfing including transportation of turf 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 specification and direction of the Engineer-in-charge.
5466.6
28
156727.42
... 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 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity 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 formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and technical specification as per clause 1501 of MoRD and direction of Engineer in Charge.
2717.3
7651
20792372.01
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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3. As per MoRD.
4664.52
74
348532.93
... More
Earthwork in excavation for foundation of structures in hard soil upto 3 m depth as per drawing and technical specification includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal up to a lead of 50m, dressing of sides and bottom and backfilling with excavated suitable materials and as per direction of Engineer-in-charge.
1157.39
270
313525.38
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Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
1129.72
856
967074.21
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Providing plain cement concrete M-15 (Nominal Mix 1:2.5:5) with clean black hard granite stone aggregates of 40mm & down graded size of approved quality from approved quarry consistent with strength & cover of concrete & laying in position in layers not exceeding 150mm thick in the proper packing by means of vibrator to proper slope and to the required level including hoisting lowering laying concrete providing side shuttering & finishing all exposed surface smooth supplying & working of pumps, labour & T&P articles & all machineries, dewatering if required with cost conveyance, royality of all materials complete in all respect as per specification & direction of the Engineer-in-Charge.
-
-
-
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In Foundation
331.62
6360
2109159.58
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In Sub structure
1975.9
6467
12778994.94
... More
Supplying and laying R.C.C. Hume pipes of NP3 class(confirming to relevant IS specification) for culverts including fixing collar with cement mortar 1:3 including cost, conveyance royality, labour, T&P,all other materials required for the work etc.complete as per specification and direction of Engineer-in-charge.
-
-
-
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1000 mm dia
150
6306
946023
... More
RCC work M-25 grade as per approved designs and drawings having a minimum compressive strength (in work test) 25 N. / Square mm. in 15 cm. cubes at 28 days after mixing and test conducted in accordance with I.S. 456 and I.S. 516 using 12 mm. to 20 mm. size black hard crusher broken granite stone chips and screened and washed sharp sand for mortar of approved quality from approved quarry, washed and cleaned (20 mm. size chips not to exceed 25 % ) to be mixed in concrete mixture with approved grade cement including hoisting, lowering, laying and compacting concrete by using vibrators, watering and curing for 28 days, centring and shuttering and finishing the exposed surface smooth providing grooves or beads wherever necessary including cost, conveyance, loading, unloading, royalties and taxes of all materials and cost of all labours, sundries, T&P, required for the work etc. complete in all respect but excluding cost and conveyance of Tor steel and binding wires and labour charges for straightening, cutting, bending etc. of steel tying the grills and placing in proper position as per direction of the Engineer in charge.
-
-
-
... More
Foundation
17.1
7631
130506.86
... More
Sub-Structure
18.68
9601
179353.78
... More
Super-Structure
17.1
10478
179183.03
... More
Construction of RCC 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 certicala posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3 of MoRD as per direction of the Engineer-in -Charge.
15.2
2303
35019.74
... More
Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications clauses 800 and 1206.3 of MoRD and as per direction of the Engineer-in-Charge
4.28
7631
32664.79
... More
Supply of HYSD bars confirming to grade Fe - 500 cutting bending, binding, lapping, splicing, welding etc. (conforming to IS 1786/1985 specification & jointing if necessary by lapping & tying the grills & placing in position as required for RCC works as per the approved design, hoisting, lowering & laying in position including cost & conveyance of tor steel & binding wires of 18 to 20 gauge(as to be approved by the Deptt.) etc. complete (weight of binding wire,laping shall not be considered for payment at all which will be borne by the contractor ) standard CO-efficient of different sizes of the steel shall be considered & welding & lapping should confirm to relevant clause of IRC-21/1987 as per specification and direction of the Engineer in charge.
52.24
8855
462632.74
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Providing weepholes in brick/stone masonry, Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipes, extending through the full width of the structures with slope of 1(V):20(H) towards drawing face including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per specification and direction of Engineer in Charge.
296.5
110
32784.01
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Rough stone dry packing in aprons & revetments with hard granite stone of 30cm. & above size having individual weight not less than 40kg. of approved quality from approved quarry including cost, conveyance royality of all materials, cost of all labour including filling the interstics with small key stones by wedging & hammering & finishing to proper slope including dewatering & T&P articles etc. required for the work complete as per specification & direction of the Engineer-in-Charge.
46.08
2992
137873.66
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Providing & laying filter media in the rear of abutment & wing wallsusing 45mm. to 63mm size clean hard granaite crusher broken metal of approved quality from approved quarry with smaller size towards soil & bigger size towards wall & providing over the entire surface behind the abutment, wing wall, return wall to the full height complete to firm condition complete as per drawing and technical specification clause 2504 of MORTH & direction of the Engineer-in-Charge including cost, conveyance, royality of all materials,labour charges, T&P articles required for the work etc. complete.
25.1
3572
89660.46
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Providing and fixing of typical 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 of MoRD as per direction of the Engineer-in-Charge.
2
10826
21652.9
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Providing and fixing of typical Citizens information board including maintenance board as per MORD specifications and drawing. Three MS Plates of 50 X 5 mm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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
1
10643
10643.41
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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 Clause 1701.2.2
-
-
-
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600 mm equilateral triangle
18
2161
38902.5
... More
600mm dia Circular
12
2236
26843.16
... More
Reinforced cement concrete M15 grade Kilometer stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge.
-
-
-
... More
i) Ordinary kilometer stone (Precast)
5
2732
13662.85
... More
ii) 200 m Stone(Precast)
24
746
17916.96
... More
iii) 5th Km Stone(Precast)
1
4458
4458.29
... More
Construction of RCC guard posts/ Boundary stone of 200mm to 250mm dia M15 grade cast-in-situ with 20 mm and down graded size aggregate, true to line and grade, tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technical Specification Clause 1608.2 of MoRD and as per direction of the Engineer-in-Charge.
112
1033
115729.6
... More
Providing & laying of hot applied thermoplastic compond 2.5mm 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 & free from streaks & holes as per drawing and Technical Specifications of MoRT&H clause 803 and as per direction of Engineer-in-Charge.
707.62
280
198805.84
... More
Supplying and fixing of 3M raised pavement markers (RPM) including coat of materials and labour chrges etc. complete as per direction of the Engineer-in-Charge.
304
282
85728
... More
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, 4.00 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 frames as detailed below, firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete (100 cm x 100 cm x 120 cm), 15 cm above ground 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.(3650 mm x 2450 mm Rectangle)
1
117463
117463.62
... More
Maintenance
-
-
-
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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
-
-
-
... More
1st year
410.4
408
167812.56
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2nd year
492.48
408
201375.07
... More
3rd year
574.56
408
234937.58
... More
4th year
656.64
408
268500.1
... More
5th year
738.72
408
302062.61
... More
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.
-
-
-
... More
1st year
729.6
51
37530.62
... More
2nd year
875.52
51
45036.75
... More
3rd year
1021.44
51
52542.87
... More
4th year
1167.36
51
60049
... More
5th year
1313.28
51
67555.12
... More
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.
-
-
-
... More
1st year
729.6
20
15197.57
... More
2nd year
875.52
20
18237.08
... More
3rd year
1021.44
20
21276.6
... More
4th year
1167.36
20
24316.11
... More
5th year
1313.28
20
27355.62
... More
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.
-
-
-
... More
1st year
371.09
346
128578.97
... More
2nd year
742.18
346
257157.95
... More
3rd year
1113.27
346
385736.92
... More
4th year
1484.36
346
514315.9
... More
5th year
1855.45
346
642894.87
... More
Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapet wall and protection work as per drawing and technical specification Clause 1908 of MORD and as per direction of the Engineer in charge.
-
-
-
... More
1st year
15
1713
25698.15
... More
2nd year
15
1713
25698.15
... More
3rd year
15
1713
25698.15
... More
4th year
15
1713
25698.15
... More
5th year
15
1713
25698.15
... More
Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st year
3.04
1005
3055.75
... More
2nd year
3.04
1005
3055.75
... More
3rd year
3.04
1005
3055.75
... More
4th year
3.04
1005
3055.75
... More
5th year
3.04
1005
3055.75
... More
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.
-
-
-
... More
1st year
27
176
4754.97
... More
2nd year
27
176
4754.97
... More
3rd year
27
176
4754.97
... More
4th year
27
176
4754.97
... More
5th year
27
176
4754.97
... More
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.
-
-
-
... More
1st year
116
10
1272.52
... More
2nd year
116
10
1272.52
... More
3rd year
116
10
1272.52
... More
4th year
116
10
1272.52
... More
5th year
116
10
1272.52
... More
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
-
-
-
... More
1st year
456
3
1668.96
... More
2nd year
547.2
3
2002.75
... More
3rd year
638.4
3
2336.54
... More
4th year
729.6
3
2670.34
... More
5th year
820.8
3
3004.13
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
-
-
-
... More
1st year
825
36
30071.25
... More
2nd year
825
36
30071.25
... More
3rd year
825
36
30071.25
... More
4th year
825
36
30071.25
... More
5th year
825
36
30071.25
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