Works Department Tender
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Works Department - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date22 Jan 2025
Closing Soon6 Feb 2025
Tender Amount₹ 3,51,46,400
Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is as follows: - Special Class for estimated cost more than Rs.6.00 Crore & upto Rs.50.00 Crore.
- A Class for estimated cost more than Rs.1.00 Crore & upto Rs.20.00 Crore.
- B Class for estimated cost more than Rs. 20.00 Lakh & upto Rs.3.00 Crore.
Bid Capacity
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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 Additionally, to qualify, a bidder must secure 80% marks in aggregate, with the total marks for the machinery and equipment listed being 100. The required machinery and equipment with their respective marks are:
1. Hot Mix Plant (60-90 TPH & above) - 10 marks
2. Paver Finisher Hydrostatic with sensor control/Mechanical paver finisher - 20 marks
3. Front end loader - 5 marks
4. Vibratory Roller/Tandem roller - 10 marks
5. Power Road roller (8 to 10 Ton capacity) - 10 marks
6. Hydraulic Excavator - 10 marks
7. Concrete Mixer - 10 marks (for 2 Nos)
8. Water Tanker (5 Kilo capacity and above) - 10 marks
9. Tipper (10 ton capacity) - 10 marks (for 2 Nos)
10. Generator (33 KVA and above) - 5 marks The capacities are:
1. Hydraulic excavator: 1.00 cum bucket
2. Vibratory Roller: 8-10 Ton capacity
3. Concrete Mixer: 15-20 cum 4. Hot mix plant: 60-90 TPH
5. Generator: 33 KVA capacity New Quantity = Estimated Quantity ± (10% of Estimated Quantity)
New Cost = Estimated Cost ± (5% of Estimated Cost)
Percentage Excess/Less = (Quoted Rate - Estimated Rate) / Estimated Rate × 100 The bid capacity required includes:
1. Hydraulic excavator: 1.00 cum bucket
2. Vibratory Roller: 8-10 Ton capacity
3. Concrete Mixer with batch mix arrangement: 15-20 cum
4. Hot mix plant: 60-90 TPH
5. Generator: 33 KVA capacity The specific bid capacities for road works are:
1. Hot Mix Plant: 60-90 TPH & above - 1 no.
2. Paver Finisher: - Hydrostatic with sensor control - Mechanical paver finisher - 1 no.
3. Front end loader: 1 no. 4. Vibratory Roller/Tandem roller: 1 no. 5. Power Road roller: 8 to 10 Ton capacity - 1 no.
6. Hydraulic Excavator: 1 no. 7. Concrete Mixer: 2 nos. 8. Water Tanker: 5 Kilo capacity and above - 1 no.
9. Tipper: 10 ton capacity - 2 nos.
10. Generator: 33 KVA and above - 1 no.
11. Wet MIX Plant/Pug Mill: 1 no.
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 also 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). However, the specific percentage of similar works completed is mentioned as 75% of the estimated cost, but the exact amount is not provided as it depends on the estimated cost put to tender. Additionally, the bidder should have experience in construction of Road works, but the specific years or amount of experience is not explicitly mentioned. The bidder should also have a good track record of completing contracts without any issues, such as abandoning works, not properly completing contracts, inordinate delays in completion, litigation history, or financial failures. The bidder should furnish information on work in hand and an undertaking to procure material mix from the Hot Mix Plant established within 50 km from the work site before execution of the work. The values of civil engineering works executed by the bidder during the last 5 years are provided, but these values are not directly related to the similar works completed. The values are as follows: - 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 also provide information on existing commitments and work-in-hand, and the available bid capacity is calculated based on the maximum value of works executed in any one year during the last 5 years, updated to the current price level, and the value of existing commitments and ongoing works to be completed during the stipulated time period.
Costs
EMD
₹ 3,51,464Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_109740_12Tender 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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Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202
45
840
37800
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specifications for Road & Bridge works (4th revision) but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge..
4294.72
200
862723.35
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
1881.37
74
140575.97
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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).
1836.03
50
92425.75
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Fine dressing and turfing including transportation 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 but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.
2577
28
73882.59
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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 om 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 and Bridges work.
359.23
2932
1053485.08
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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)
755.71
3437
2597564.2
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Providing and applying primer coat with bitumen emulsion (SS-1) 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 and including cost conveyance & royality of all materials & cost of all labour & T&P required for the work hire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
4818.99
38
186543.1
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specification for road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
4818.99
14
67947.76
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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
240.95
9227
2223272.15
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Providing & laying Semi Dense Bituminous Concrete 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 work site ,laying with a hydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc required as per specification & direction of Engineer-in-Charge.
120.47
10910
1314349.38
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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 25mm 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 and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
1917.13
8353
16014266.17
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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
471.36
270
127686.71
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Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
471.37
1158
546072.72
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Providing and laying reinforced cement concrete pipe NP3 for culverts 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 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge.
-
-
-
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1000 mm dia Single row
20
6972
139454.6
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PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.
-
-
-
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Foundation
714.67
6271
4481874.24
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Sub-Structure
459.42
6413
2946393.69
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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge.
185
111
20549.8
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Reinforced cement concrete M15 grade Kilometer stone/ local 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 but excluding the charges of GST and as per direction of Engineer-in-Charge.
-
-
-
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Fixing of 5th. Km. Stone
1
4308
4308.31
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Fixing of Km. Stone
4
2556
10227.88
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200 mm Stone (Precast)
12
729
8759.4
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Guide Post (M-20)
120
870
104499.6
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Providing and laying of hot applied thermoplastic compound 2.5 mm 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.but excluding the charges of GST etc complete as per the direction of Engineer-in-Charge.
200.43
280
56310.81
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Providing and erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity prismatic grade sheeting as per ASTMD4956-09type-III and IV strictly conforming to clause 6.7of IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00mm 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 blow 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 square post 80mmx80mmx3mm, 2nos and 5nos horizontal and 3no vertical extra supporting member of M.S pipe of size 50mmx50mmx3mm firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete 90cmx90cmx15cm, 150cm below ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T&P, excavation, curingetc. complete,under supervision of Engineer-In-Charge.Size-12'X8'(3657mm x 2438mm Rectangle)
-
-
-
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Information signs
2
117700
235401.56
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Providing and fixing of typical Citizen sign board with logo as per MORD specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1
2
8998
17996
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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 etc complete including cost conveyance etc required as per specification but excluding the charges of GST & direction of Engineer-in-Charge.
-
-
-
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600mm equilateral triangle
9
2223
20012.04
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600mm Circular
9
2063
18568.08
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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
18.9
408
7728.21
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2nd year
25.14
408
10279.75
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3rd year
31.56
408
12904.88
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4th year
37.8
408
15456.42
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5th year
44.04
408
18007.96
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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
63
51
3240.72
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2nd year
83.79
51
4310.16
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3rd year
105.21
51
5412
... More
4th year
126
51
6481.44
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5th year
146.79
51
7550.88
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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
40.5
20
843.61
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2nd year
53.87
20
1122.11
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3rd year
67.64
20
1408.94
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4th year
81
20
1687.23
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5th year
94.37
20
1965.73
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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
512.49
346
177434.29
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2nd year
691.86
346
239535.77
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3rd year
871.23
346
301637.25
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4th year
1050.6
346
363738.73
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5th year
1229.98
346
425843.68
... 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
2
1713
3426.42
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2nd year
2
1713
3426.42
... More
3rd year
2
1713
3426.42
... More
4th year
2
1713
3426.42
... More
5th year
2
1713
3426.42
... 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
1005
3015.54
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2nd year
3
1005
3015.54
... More
3rd year
3
1005
3015.54
... More
4th year
3
1005
3015.54
... More
5th year
3
1005
3015.54
... 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.
-
-
-
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1st year
30
176
5283.3
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2nd year
40
176
7044.4
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3rd year
50
176
8805.5
... More
4th year
60
176
10566.6
... More
5th year
70
176
12327.7
... 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
120
10
1316.4
... More
2nd year
160
10
1755.2
... More
3rd year
200
10
2194
... More
4th year
240
10
2632.8
... More
5th year
280
10
3071.6
... 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
63
3
230.58
... More
2nd year
83.79
3
306.67
... More
3rd year
107.1
3
391.99
... More
4th year
126
3
461.16
... More
5th year
146.79
3
537.25
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