Works Department Tender
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Works Department - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 9,67,98,400
Technical
Technical
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is 'B' Class for Individual registered Contractors belonging to Schedule Caste and Schedule Tribe, however, for others, it is "Super class / special class / A class contractors".
Bid Capacity
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The bid capacity required in the given tender to bid 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, updated to the current price level with an escalation factor of 10% per 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. Alternatively, the bid capacity required in terms of evaluation marks is 80, which is 80% of the total marks allocated for the machinery and equipment. Additionally, the bid capacity can also be determined by the bidder's ability to secure 80% marks in aggregate for the equipment listed, with specific weights assigned to each, using the formula: Bid Capacity = (Sum of points for each equipment meeting the specification) / Total points * 100 The bidder needs to ensure that the sum of points for the equipment they possess meets or exceeds 80 points to qualify for the tender. The formula to determine if a bidder qualifies is: Qualification = (Bid Capacity >= 80) If the Bid Capacity is 80 or more, the bidder qualifies; otherwise, they do not.
Technical Capacity
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The required prior work experience for the bidder includes having completed civil engineering works in the last 5 years, with the value of works executed during this period being: - Year 1 (FY 2019-20): Rs. 1.61 lakhs
- Year 2 (FY 2020-21): Rs. 1.46 lakhs
- Year 3 (FY 2021-22): Rs. 1.33 lakhs
- Year 4 (FY 2022-23): Rs. 1.21 lakhs
- Year 5 (FY 2023-24): Rs. 1.10 lakhs
The bidder should certify the maximum updated value of civil engineering works executed during the last 5 years, considering the escalation factor. The percentage of similar works completed is not explicitly mentioned. However, it is mentioned that if the rate quoted by the bidder is less than 15% of the tendered amount, the bid shall be rejected. Additionally, the bidder must have prior work experience with a maximum value of works executed in any one year, updated to the current price level, taking into account completed and ongoing works. The bidder's available bid capacity should be more than the total estimated cost of the works. The bidder should have completed works with a value that allows them to meet the aggregate qualifying criteria for individual contracts, and secure at least 80% marks in aggregate for the principal machineries/equipments. The bidder should also provide information on the total value of civil engineering construction work performed in the last five years, along with a certificate from a Chartered Accountant, and a statement showing the value of existing commitments and ongoing works till the stipulated period of completion.
Costs
EMD
₹ 9,67,984Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_110367_4Tender No
Tender Online RWC - 02/25Tender 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.
4614
14
65241.96
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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 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.
-
-
-
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Cement Mortar
266.2
840
223608
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Cement Concrete
20.79
1574
32744.04
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Hume pipes above 600mm to 900mm dia
60
383
23029.8
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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.
23585.02
200
4737758.82
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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.
7700.11
50
387623.54
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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).
878.51
3242
2848612.6
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Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, laying in uniform layers with paver in sub base/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works.(4th Revision)
2727.92
3879
10582447.34
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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 0.60 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.
8628.18
38
331408.39
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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.
8628.18
14
120794.52
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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
431.41
9718
4192714.17
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Providin & laying Semi Dense Bituminous Concret with batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder of 60/70 penetration grade of bitumen, transporting the hot mix to site, laying with a hydrostatic paver finisher with sensore control to the required grade, level & alingment, roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47
215.71
11433
2466387.16
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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.
2307
28
66141.69
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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 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.
5709.74
7631
43576336
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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.
4900.79
74
366187.03
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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.
725.65
270
196571.33
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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.
1678.96
692
1162411.17
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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
2113.07
6321
13358638.36
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In Sub structure
580.07
6429
3729374.44
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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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600 mm dia
37.5
2754
103297.13
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1000 mm dia
7.5
6264
46987.05
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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.
-
-
-
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Super-Structure
65.38
10429
681882.02
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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
16.21
7580
122881.69
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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.
147.36
8777
1293524.61
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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.
252
110
27788.04
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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.
50.5
3057
154383.55
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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.
124.68
3650
455104.44
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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.
3
10681
32045.73
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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
3
11095
33285.63
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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
23
2010
46232.99
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600mm dia Circular
15
2085
31287.3
... 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.
-
-
-
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i) Ordinary kilometer stone (Precast)
7
2591
18142.25
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ii) 200 m Stone(Precast)
36
735
26486.28
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iii) 5th Km Stone(Precast)
1
4309
4309.73
... 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.
150
1023
153504
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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.
361.15
280
101465.09
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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
-
-
-
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1st year
104.63
408
42783.21
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2nd year
125.56
408
51341.48
... More
3rd year
146.48
408
59895.67
... More
4th year
167.41
408
68453.95
... More
5th year
188.33
408
77008.14
... 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.
-
-
-
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1st year
348.75
51
17939.7
... More
2nd year
418.5
51
21527.64
... More
3rd year
488.25
51
25115.58
... More
4th year
558
51
28703.52
... More
5th year
627.75
51
32291.46
... 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
11508.75
20
239727.26
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2nd year
13810.5
20
287672.71
... More
3rd year
16112.25
20
335618.17
... More
4th year
18414
20
383563.62
... More
5th year
20715.75
20
431509.07
... 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.
-
-
-
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1st year
460.35
349
160791.05
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2nd year
920.7
349
321582.1
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3rd year
1381.05
349
482373.14
... More
4th year
1841.4
349
643164.19
... More
5th year
2301.75
349
803955.24
... 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
9
1713
15418.89
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2nd year
9
1713
15418.89
... More
3rd year
9
1713
15418.89
... More
4th year
9
1713
15418.89
... More
5th year
9
1713
15418.89
... 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.
-
-
-
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1st year
1.55
1005
1558.03
... More
2nd year
1.55
1005
1558.03
... More
3rd year
1.55
1005
1558.03
... More
4th year
1.55
1005
1558.03
... More
5th year
1.55
1005
1558.03
... 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
14
176
2465.54
... More
2nd year
15
176
2641.65
... More
3rd year
13
176
2289.43
... More
4th year
14
176
2465.54
... More
5th year
16
176
2817.76
... 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
59
10
647.23
... More
2nd year
60
10
658.2
... More
3rd year
61
10
669.17
... More
4th year
60
10
658.2
... More
5th year
62
10
680.14
... 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
581.25
3
2127.38
... More
2nd year
697.5
3
2552.85
... More
3rd year
813.75
3
2978.33
... More
4th year
930
3
3403.8
... More
5th year
1046.25
3
3829.28
... 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
162
36
5904.9
... More
2nd year
162
36
5904.9
... More
3rd year
162
36
5904.9
... More
4th year
162
36
5904.9
... More
5th year
162
36
5904.9
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