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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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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 Additionally, the rate of inflation may be taken as 10 per cent per year. The specific details of the bid capacity are as follows:
- Total value of Civil Engineering construction work performed in the last five years with a certificate from a Chartered Accountant.
- Statement showing the value of existing commitments and ongoing works till the stipulated period of completion. The bid capacity required for each equipment is as follows:
- Hot Mix Plant: 60-90 TPH
- Power Road Roller: 8-10 Ton capacity
- Hydraulic Excavator: 1.00 cum bucket
- Concrete Mixer: 15-20 cum
- Water Tanker: 5 Kilo capacity and above
- Tipper: 10 ton capacity
- Generator: 33 KVA capacity
- Vibratory Roller: 8-10 Ton capacity Note that the capacity requirements for some equipment are not specified. Also, the quantity variation can be calculated as: Quantity variation = ±10% of individual item quantity, subject to a maximum of ±5% of estimated cost The bid price can be calculated as: Bid price = Estimated cost x (1 + Percentage excess/less) Where Percentage excess/less is the percentage quoted by the contractor, up to two decimal points.
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 total financial turn over in respect of Civil Engineering works should be 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 is required to provide a list of projects executed that are similar in nature to the work and furnish a minimum annual turnover. However, specific values and percentages of similar works completed, other than the 75% of the estimated cost, are not mentioned. The bidder's prior work experience in terms of specific years is not explicitly mentioned, but they should have experience in civil engineering works, with the value of works executed in the last 5 years provided in a table, and the maximum updated value of civil engineering works executed during the last 5 years is to be certified by the bidder. The values of civil engineering works executed by the bidder during the last 5 years 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 percentage of similar works completed is 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.
Costs
EMD
₹ 4,32,134Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction Of Teldia To Badabudhiani Singhal Road Under Mmsy-trip In The Dist Of Cuttack For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_109740_2Bid 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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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
451.12
74
33707.69
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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).
2476.56
50
124670.03
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Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
9720.38
28
278683.29
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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.
196.14
782
153381.48
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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)
2233.63
2256
5040789.18
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Providing and laying spreading and compacting graded stone aggregates to wet mix macadam specification including premixing 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 old prepared surface and compacting with vibratory roller to achive the desire density as per Clause 406 of MoSRT&H specifications for road & bridges work as per the direction of the E.I.C.
1772.72
2683
4757803.21
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Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision)
11818.14
38
452043.86
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Providing & applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg per sqm on the prepared bituminous / granular surface cleaned with mechanical broom as per clause 503 of MOSRT&H Specifications for Road & Bridges work (4th Revision).
11818.14
13
164863.05
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Providing and 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 with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
295.46
10005
2956133.44
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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.
148.51
5594
830790.19
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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.
1114.64
6861
7647589.63
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Earthwork in excavation for foundation of structures in all types of soil as per drawing and technical specification Clause 305 and 1104 of MoRD includding setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto all lead & lift, dressing of sides and bottom and back filling with excavated suitable material upto 3mt. as per direction of Engineer-in-Charge.
1832.21
270
496327.37
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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.
415.93
782
325257.26
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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.
428.2
5594
2395423.59
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PCC M-15 grade in substructure 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.
1215.24
5736
6970859.69
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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips 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.
-
-
-
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Foundation
46.32
6791
314584.13
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Substructure
58.4
8761
511654.66
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Superstructure
56.32
9638
542838.63
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Construction of R.C.C. 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 vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
23.5
2370
55699.23
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R.C.C M-30 grade in wearing course using 20mm and down grade BHGCB chips of approved quality from approved quarry including hoisting lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including watering and curring with cost conveyance royality of all materials required for the work including all labour,T&P for the work etc complete but excluding the charges of GST in all respect as per the specification and direction of Engineer-in-charge.
6.61
6807
44999.43
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Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
147.69
8801
1299923.13
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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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600 mm dia Single row
45
2769
124616.7
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1000 mm dia Single row
52.5
6289
330191.93
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Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying cinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required.
52.23
2305
120434.55
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Providing and laying Filter media with granular crushed aggreates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge.
28.22
2748
77567.47
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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.
-
-
-
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Weepholes
664
110
73298.96
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Providing and fixing of typical MMSY 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 .
1
11841
11841.62
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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 of MoRD
-
-
-
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600mm equilateral triangle
15
2218
33281.4
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600mm Circular
15
2294
34416.75
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Providing and fixing of typical PMGSY 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
15758
31517.16
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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 and printing, etc as per drawing and Technical specification.
-
-
-
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Fixing of 5th. Km. Stone
1
4036
4036.29
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Fixing of Km. Stone
4
2401
9607.64
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Fixing or 200m Stone
20
699
13997.2
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Guide Post (M-20)
350
772
270539.5
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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
338.26
408
138314.51
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2nd Year
378.85
408
154911.77
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3rd Year
405.91
408
165976.6
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4thYear
608.87
408
248966.94
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5th Year
676.52
408
276629.03
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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
469.8
51
24166.51
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2nd Year
563.76
51
28999.81
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3rd Year
610.74
51
31416.47
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4thYear
657.72
51
33833.12
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5th Year
746.98
51
38424.65
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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
939.6
20
19571.87
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2nd Year
1033.56
20
21529.05
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3rd Year
1221.48
20
25443.43
... More
4thYear
1503.36
20
31314.99
... More
5th Year
1691.28
20
35229.36
... 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
156.6
330
51764.13
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2nd Year
313.2
330
103528.26
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3rd Year
454.14
330
150115.98
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4thYear
469.8
330
155292.39
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5th Year
579.42
330
191527.28
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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
31
176
5459.41
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2nd Year
31
176
5459.41
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3rd Year
31
176
5459.41
... More
4thYear
31
176
5459.41
... More
5th Year
31
176
5459.41
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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.
-
-
-
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1st Year
125
10
1371.25
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2nd Year
125
10
1371.25
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3rd Year
125
10
1371.25
... More
4thYear
125
10
1371.25
... More
5th Year
125
10
1371.25
... 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
-
-
-
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1st Year
1080.54
3
3954.78
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2nd Year
1296.65
3
4745.74
... More
3rd Year
1512.76
3
5536.7
... More
4thYear
1728.86
3
6327.63
... More
5th Year
1944.97
3
7118.59
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