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
₹ 6,53,464Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Impvt To Khaira Bridge To Batoo Road In The Dist. Of Jajpur Under Mmsy Impvt To Existing Rd Roads For The Year 2024-25.
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_CERWI_110365_16Tender No
Tender Online RCK-04/25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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ii) Stone/brick masonry
55.68
1576
87799.01
... More
iii) Hume pipes above 600mm to 900mm dia.
15
383
5757.3
... More
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.of MORD specification for Rural roads & as per direction of the Engineer-in-charge.
8285.63
6
49713.78
... More
Re-working of scarified bituminous surface suitably after supplementing base materials with sand and compacting finished surface as per Technical Specifications and as per Clause - 501.8.3.2 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).
16571.25
20
342030.6
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by manual 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 & Bridge works (4th Revision)and as per the direction of engineer in charge.
19923.21
246
4907684.32
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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).
3488.93
50
175632.74
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Construction of granular sub-base by providing close graded granular sub base Grading III material as per table 401-1, spreading in uniform layer with moter 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 Specification for Road & Bridge works (4 th Revision)
1848.03
2134
3943936.26
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Providing, laying, spreading and compacting graded stone aggregate 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 subbase/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H Specifications for Road & Bridge works (4th Revision).
3887.62
2671
10384921.55
... 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 as per Technical Specification Clause 502 of MOSRT&H including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete and as per direction of Engineer-In-Charge.
24790.59
37
935348.96
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Providing and laying tack coat with penetration grade of bitumen emulsion (RS) of 0.20 Kg per Sqm after scraping cleaning the road surface including cost, conveyance royalty of all materials, T&P labour, hire charges of machinaries etc. complete as per Technical Specification Clause 503 of MOSRT&H and as per direction of the Engineer in charge.
24880.35
19
489894.09
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Providing and 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 a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 504 of MoSRT&H Specifications for Road & Bridge works (4th Revision)
1244.02
7972
9917825.05
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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)
622.01
9999
6220037.8
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Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means as per the direction of the E.I.C.
17676
31
552728.52
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Construction of Unreinforced cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork as per drawing, spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert , admixtures as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MORD and asper direction of Engineer-in charge.
321.96
6938
2234038.59
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Providing and laying 80mm thick factor made cement concrete interlocking paver block of M40 grade made by block making machine with strong Vibratory compaction, of approved size,design & shape,laid as per drawings and Technical Specification Clause 1504.
1144.44
637
729111.28
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Earthwork in excavation for foundation of structures in all kinds of soil upto 3 m depth as per drawing and technical specification Clause 305 of MORD specification for Rural roads 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.
1970.92
270
533922.23
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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 slope, inaccordance with requirements of line carriage by mecanical means in foundation in all soil with all leads & lift etc. complete.
3013.27
74
225151.53
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Filling in foundation trenches with approved quality of sand as per drawing and technical specification clause 1108, 305.3.9 & 1200 of MORD and as per direction of Engineer in charge
732.86
956
700848.68
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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 MORD technical Specification Clause 1100 etc complete and as per direction of Engineer-in-Charge.
-
-
-
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HPC 600 mm Dia
7.5
2681
20109.68
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HPC 1000 mm Dia
7.5
6142
46070.78
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Providing and laying hard stone boulder in Appron for bed protection with stone boulder of minimum size and weight, no fragment weighing less than 25 kg laid dry complete as per drawing and technical Specification clause 1301 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.
202.17
2407
486795.03
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Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302of MoRD specification for Rural roadsand as per the direction of the Engineer-in-charge.
10.4
2194
22827.38
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Plain Cement Concrete in levelling course below open foundation of Head walls and in sub stucture as per drawings & Technical Specification Clause 1109, 1302.5,802,804,805,806,807,1202 and 1204 of MORD specification for Rural roads and as per direction of Engineer-in-Charge.
-
-
-
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i) P.C.C Nominal mix M-15
660.48
5653
3733957.63
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ii) R.C.C grade M 20
25.2
6529
164550.71
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iii) R.C.C grade M 25
37.8
6718
253964.97
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Plain/reinforced cement concrete in Sub structure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
-
-
-
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i) P.C.C Nominal mix M-15
1869.02
5718
10687355.4
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ii) R.C.C grade M 25
31.84
6776
215773.95
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Providing and laying reinforced cement concrete in Superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 of MORD specification for Rural roads as per direction of the Engineer-in-Charge.
-
-
-
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i) R.C.C M 25
66.76
8575
572493.7
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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
-
-
-
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Wearing Coat
4.05
6740
27300.73
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Supply of HYSD bars confirming to grade S-415 cutting bending, binding, lapping, splicing, welding etc. (conforming to ISI 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 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 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)
23.94
87711
2099801.34
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Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new plastered /concrete surfaces as per drawing and technical specification of MORD specification for Rural roads and as per the direction of the Engineer-in-Charge.
241.28
115
27761.68
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Providing & laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with 40mm metal providing over the entire surface behind abutment, wing wall, return wall etc. complete.
62.92
2611
164327.53
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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per drawing and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
715
110
79264.9
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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 1700.1 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
1
11875
11875.69
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Providing and fixing of typical MMSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1. Including Maintenance Board
3
13054
39163.44
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Direction and place identification signs more than 0.90 sqm sign board
6
2480
14881.92
... More
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 roadsas per direction of the Engineer-in-Charge.
-
-
-
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i) 600mm equilateral triangle
20
2080
41602.6
... More
ii) 600mm dia circular
16
2125
34003.04
... More
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 drawing and technical specification clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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i) 5 Kilometer stone
1
4132
4132.33
... More
ii) Ordinary Kilometer stone
5
2466
12332.65
... More
iii) 200 mm stone
20
718
14368
... More
Providing & fixing of M-15 grade Guard stone / boundary stone of standard design as per IRC-25 fixed position including finishing and lettering as per drawing and Technical Specifications of MORD specification for Rural roads clause 1704 as per direction of Engineer-in-charge.
517
791
409339.92
... More
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 and free from streaks and holes.
1627.53
390
636055
... More
Maintenance Work
-
-
-
... More
Restoration of rain cuts with soil, moorum gravel or a mixture of these, 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 technical specification Clause 1902
-
-
-
... More
1 st Year
464.4
408
189893.16
... More
2 st Year
557.28
408
227871.79
... More
3 st Year
650.16
408
265850.42
... More
4 st Year
743.04
408
303829.06
... More
5 st Year
835.92
408
341807.69
... More
Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per Technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1 st Year
1500
50
76125
... More
2 st Year
1800
50
91350
... More
3 st Year
2100
50
106575
... More
4 st Year
2400
50
121800
... More
5 st Year
2700
50
137025
... More
Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawing and technical specification clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
... More
1 st Year
1500
20
31245
... More
2 st Year
1800
20
37494
... More
3 st Year
2100
20
43743
... More
4 st Year
2400
20
49992
... More
5 st Year
2700
20
56241
... More
Maintenance of BT road including filling up 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 B specification Clause 1904.2 ,1906
-
-
-
... More
1 st Year
113.6
334
37979.89
... More
2 st Year
227.21
334
75963.12
... More
3 st Year
340.81
334
113943.01
... More
4 st Year
454.42
334
151926.24
... More
5 st Year
568.02
334
189906.13
... 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
-
-
-
... More
1 st Year
2
1713
3426.42
... More
2 st Year
2
1713
3426.42
... More
3 st Year
2
1713
3426.42
... More
4 st Year
2
1713
3426.42
... More
5 st Year
2
1713
3426.42
... More
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910
-
-
-
... More
1 st Year
5
1538
7691.6
... More
2 st Year
5
1538
7691.6
... More
3 st Year
5
1538
7691.6
... More
4 st Year
5
1538
7691.6
... More
5 st Year
5
1538
7691.6
... More
Maintenance of 200 metre km stone 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
-
-
-
... More
1 st Year
5
857
4289.6
... More
2 st Year
5
857
4289.6
... More
3 st Year
5
857
4289.6
... More
4 st Year
5
857
4289.6
... More
5 st Year
5
857
4289.6
... More
Cutting of branches of trees and shrubs 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
-
-
-
... More
1 st Year
50
176
8805.5
... More
2 st Year
100
176
17611
... More
3 st Year
150
176
26416.5
... More
4 st Year
200
176
35222
... More
5 st Year
250
176
44027.5
... More
Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914
-
-
-
... More
1 st Year
100
10
1097
... More
2 st Year
150
10
1645.5
... More
3 st Year
200
10
2194
... More
4 st Year
250
10
2742.5
... More
5 st Year
304
10
3334.88
... More
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914
-
-
-
... More
1 st Year
1350
3
4941
... More
2 st Year
1350
3
4941
... More
3 st Year
1350
3
4941
... More
4 st Year
1350
3
4941
... More
5 st Year
1350
3
4941
... More
Maintenance of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification clause 1911 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
... More
1 st Year
3
1650
4950.57
... More
2 st Year
3
1650
4950.57
... More
3 st Year
3
1650
4950.57
... More
4 st Year
3
1650
4950.57
... More
5 st Year
3
1650
4950.57
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915
-
-
-
... More
1 st Year
10
36
364.5
... More
2 st Year
10
36
364.5
... More
3 st Year
10
36
364.5
... More
4 st Year
10
36
364.5
... More
5 st Year
10
36
364.5
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