Rural Development Department Tender
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Technical
Technical
Financial
Bid Capacity
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At least 80 marks, with the given equipment and their respective values, and adherence to the specified formulas for calculation, including meeting the minimum equipment capacity requirements and accumulating at least 80% of the total evaluation marks. Additionally, the bid capacity includes financial components such as the Earnest Money Deposit (EMD) of 1% of the estimated cost put to tender, the variable Additional Performance Security (APS) based on the bid amount's difference from the estimated cost, and the cost of the bid document.
Technical Capacity
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The bidder is required to provide information on their prior work experience, including the value of civil engineering works executed during the last 5 years. The bidder should have experience in road work and should have completed works with a value that allows them to meet the bid capacity requirements. The bidder's prior work experience should include executing works similar in nature to the work being tendered. The bidder is required to submit a list of projects executed that are similar in nature to the work. However, specific prior work experience requirements in terms of years or amount are not explicitly mentioned. The value of civil engineering construction work performed in the last five years is required, with a certificate from a Chartered Accountant. The total value of civil engineering construction work performed in the last five years will be used to calculate the available bid capacity. The assessed available bid capacity is calculated as (A*N*2-B), where A is the maximum value of works executed in any one year during the last five years, updated to the current price level, N is the number of years prescribed for completion of the works, and B is the value of existing commitments and ongoing works. To qualify, the bidder must secure 80% marks in aggregate. The bidder should have completed works of a similar nature, but the exact percentage of similar works completed is not specified. Sample values of civil engineering works executed are provided: - Year 2 (FY 2019-20): 1.61 - Year 3 (FY 2020-21): 1.46 - Year 4 (FY 2021-22): 1.33 - Year 5 (FY 2022-23): 1.21 - Year 5 (FY 2023-24): 1.10 No specific percentage of similar works completed is mentioned, except that the bidder should have prior work experience in executing works similar in nature to the work being tendered.
Costs
EMD
₹ 5,63,190Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Sasanpara To Mandharkhanda Chhak Via Ajipur And Dhaleta Harijan Sahi, Korei Praharajpur Rd Road In The Dist. Of Jajpur Under Mmsy-trip For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_110365_17Tender No
Tender Online RCK-04/25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Cement Mortar
113.13
840
95029.2
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Reinforce Cement Concrete
5.45
1574
8583.7
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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 .
847.83
50
42679.76
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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 within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MOSRT&H specifications for Road & Bridges work (4th Revision).
25419.47
246
6261578.05
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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 and direction of the Engineer in Charge .
411.26
61
25391.19
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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 etc. complete as per the direction of the Engineer-in-Charge.
13716
28
392963.4
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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) and direction of the Engineer in Charge .
4736.73
2599
12313555.94
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Providing , Laying, spreading and compacting graded stone aggregates in Wet Mix Macadam as per specification including premixing 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 course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge.
2925.9
2996
8768278.6
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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) and as per direction of Engineer-in charge.
19581
37
738986.94
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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 MoSRT&H Specifications for Road & Bridge works (4th Revision). and as per direction of Engineer-in charge.
19581
13
269826.18
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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 (Using Waste Plastic New Technology)
494.29
10163
5023592.84
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Rigid Pavement
-
-
-
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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.
1145.7
7388
8465485.64
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Cross Drainage work
-
-
-
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Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. and as per direction of the Engineer-in-charge.
1009.8
270
273544.72
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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.
373.32
1046
390537.52
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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 work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.
-
-
-
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600 mm Dia. Hume Pipe
52.5
2695
141537.38
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1000 mm Dia. Hume Pipe
22.5
6167
138762
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Plain cement concrete M-15 in Foundation complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
510.02
6084
3103344.2
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Plain cement concrete M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
830.07
6226
5168663.27
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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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In Super Structure
38.85
10218
396998.44
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Providing & laying cement concrete wearing course M 30 grade excluding reinforcement etc. complete as per drawing & MORD Technical Specification clause 800, 1000 & 1206 and as per direction of the Engineer-in-Charge .
10.26
7390
75822.63
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
72.45
8765
635068.44
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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge and direction of Engineer in charge.
424.5
111
47191.67
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Providing & laying of fiter media with Hand Broken aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behiend abutment, wing wall & return wall to the full height compacted to a firm condition complete as per direction of Engineer - in - charge.
88.89
3048
270942.05
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Road Furniture
-
-
-
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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring but excluding the charges of GST etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.
-
-
-
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Informatory Sign board with Logo
2
11805
23610.28
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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 Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.
-
-
-
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i) 600mm equilateral triangle
21
2160
45377.85
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ii) 600mm Circular
14
2007
28098.98
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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5th Kilometer stone (Precast)
1
4059
4059.24
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Ordinary kilometer stone(Precast)
6
2420
14525.1
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200 m Stone(Precast)
28
704
19738.6
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Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD. and as per direction of the Engineer-in-charge.
125
865
108137.5
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Providing and fixing of typical Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
2
16674
33348.18
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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
548.64
408
224338.9
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2nd Year
658.37
408
269207.49
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3rd Year
768.1
408
314076.09
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4th Year
877.82
408
358940.6
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5th Year
987.55
408
403809.19
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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
1371.6
50
69608.7
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2nd Year
1645.92
50
83530.44
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3rd Year
1920.24
50
97452.18
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4th Year
2194.56
50
111373.92
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5th Year
2468.88
50
125295.66
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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
1219.2
20
25395.94
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2nd Year
1463.04
20
30475.12
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3rd Year
1706.88
20
35554.31
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4th Year
1950.72
20
40633.5
... More
5th Year
2194.56
20
45712.68
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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
27.33
332
9086.41
... More
2nd Year
54.66
332
18172.81
... More
3rd Year
81.99
332
27259.22
... More
4th Year
109.32
332
36345.62
... More
5th Year
136.65
332
45432.03
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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
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2nd Year
12
1713
20558.52
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3rd Year
12
1713
20558.52
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4th Year
12
1713
20558.52
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5th Year
12
1713
20558.52
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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
5.08
867
4407.36
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2nd Year
5.08
867
4407.36
... More
3rd Year
5.08
867
4407.36
... More
4th Year
5.08
867
4407.36
... More
5th Year
5.08
867
4407.36
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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.
-
-
-
... More
1st Year
46
176
8101.06
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2nd Year
46
176
8101.06
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3rd Year
46
176
8101.06
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4th Year
46
176
8101.06
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5th Year
46
176
8101.06
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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.
-
-
-
... More
1st Year
193
10
2117.21
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2nd Year
193
10
2117.21
... More
3rd Year
193
10
2117.21
... More
4th Year
193
10
2117.21
... More
5th Year
193
10
2117.21
... 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
762
3
2788.92
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2nd Year
868.68
3
3179.37
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3rd Year
1066.8
3
3904.49
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4th Year
1219.2
3
4462.27
... More
5th Year
1371.6
3
5020.06
... 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.
-
-
-
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1st Year
660
37
24849
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2nd Year
660
37
24849
... More
3rd Year
660
37
24849
... More
4th Year
660
37
24849
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5th Year
660
37
24849
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