Works Department Tender
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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
₹ 5,79,897Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_110367_6Tender 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.
13287.75
25
334851.3
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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
108
840
90720
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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.
22636.55
200
4547230.16
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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.
3844.22
50
193518.03
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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).
2116.93
2256
4776556.17
... 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)
4435.58
2872
12742268.09
... 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.
28397.82
38
1090760.27
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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.
28397.82
14
397569.48
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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
1419.89
8150
11573509.19
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Providing & laying Semi Dense Bituminous Concret 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 site, laying with paver finisher 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) in Waste Plastic Page -175 item - 47
709.95
10147
7204480.31
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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 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 and 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 and plate vibrators and finished in continuous operation including provision of contraction, expansion and construction joints, applying sealant, 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 direction of the Engineer-in-Charge.
233.75
6925
1618816.93
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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.
15186
28
435382.62
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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.
3242
74
242242.24
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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.
915.54
270
248010.63
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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.
211.95
1430
303194.48
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Providing laying R.C.C. Hume pipe NP3 class for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection work, backfilling,concrete and masonry work in head walls and parapets clause 1106 of MORD specification for Rural roads and as per irection of Engineer-in charge.
-
-
-
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1000 mm dia Single row
110
6628
729091
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600mm dia HPC Single row
10
2972
29724.9
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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
268.47
5666
1521352.37
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In Sub structure
906.99
5808
5268505.37
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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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Foundation
30
6761
202839.3
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Super-Structure
17.91
8730
156367.02
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Finishing walls with water proofing cement paint of approved shade on new work 2 coats to give an even shade including cost of paint.(AR,P-98)
158.85
44
7030.7
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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
8.43
6774
57112.15
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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.
41.57
8845
367679.42
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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.
224
110
24825.92
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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
11600
23201.48
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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
2
8998
17996
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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
21
2012
42256.83
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600mm dia Circular
21
1874
39358.83
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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)
5
2152
10764.6
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ii) 200 m Stone(Precast)
21
657
13813.59
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iii) 5th Km Stone(Precast)
1
3720
3720.3
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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.
350
658
230468
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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.
1216.56
280
341792.53
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Providing and erecting direction and Place identification retro-reflective sign as per IRC-67-2012 made of Class-B retro-reflective sheeling of sheeling of high intensity and high intensity rismatic grade sheeting as per ASTMD4956-09 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 thermo plastic core of low density polythylene (LDPE) between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supported on mildsteel frames as detailed below, firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete (100cmx100cmx120cm), 15cm above ground level of 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.(3650mm x 2450mm Rectangle)
1
113275
113275.43
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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
235.49
408
96291.86
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2nd year
313.2
408
128067.48
... More
3rd year
393.27
408
160808.1
... More
4th year
470.98
408
192583.72
... More
5th year
548.69
408
224359.34
... 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
112.14
51
5768.48
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2nd year
149.15
51
7672.28
... More
3rd year
187.27
51
9633.17
... More
4th year
224.28
51
11536.96
... More
5th year
261.29
51
13440.76
... 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.
-
-
-
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1st year
112.14
20
2335.88
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2nd year
149.15
20
3106.79
... More
3rd year
187.27
20
3900.83
... More
4th year
224.28
20
4671.75
... More
5th year
261.29
20
5442.67
... 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
581.53
314
182641.13
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2nd year
796.7
314
250219.57
... More
3rd year
1017.68
314
319622.76
... More
4th year
1227.03
314
385373.31
... More
5th year
1442.19
314
452948.61
... 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.
-
-
-
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1st year
12
1713
20558.52
... More
2nd year
12
1713
20558.52
... More
3rd year
12
1713
20558.52
... More
4th year
12
1713
20558.52
... More
5th year
12
1713
20558.52
... 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
5.34
1004
5364.4
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2nd year
5.34
1004
5364.4
... More
3rd year
5.34
1004
5364.4
... More
4th year
5.34
1004
5364.4
... More
5th year
5.34
1004
5364.4
... 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
53
176
9333.83
... More
2nd year
70
176
12327.7
... More
3rd year
89
176
15673.79
... More
4th year
106
176
18667.66
... More
5th year
123
176
21661.53
... 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
209
10
2292.73
... More
2nd year
272
10
2983.84
... More
3rd year
341
10
3740.77
... More
4th year
398
10
4366.06
... More
5th year
447
10
4903.59
... 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
102.8
3
376.25
... More
2nd year
136.72
3
500.4
... More
3rd year
171.68
3
628.35
... More
4th year
205.6
3
752.5
... More
5th year
239.52
3
876.64
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