Rural Development Department Tender
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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 includes Super/Special class Contractor and “A” Class Contractor.
Bid Capacity
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The bid capacity required can be calculated using the formula: Assessed Available Bid Capacity = (A*N*2-B), where A is the maximum value of civil engineering works executed in any one year during the last five years, updated to the current price level, B is the value of current price level of existing commitments and ongoing works, and N is the number of years prescribed for completion of the works. The available bid capacity will be calculated based on the maximum value of civil engineering works executed, considering a rate of inflation of 10 percent per year. The bid capacity applies to works above a certain value, and applicants must have an available bid capacity at the expected time of bidding that is more than the total estimated cost of the works.
Technical Capacity
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The bidder is required to have prior work experience of a similar nature and volume over the last five years from the date of receipt of the bid. 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. The value of work executed by the applicant shall be updated to current price level using escalation factor. The bidder needs to provide a certificate from the Engineer-in-Charge, not below the rank of Executive Engineer, for work performed as a prime contractor, including details such as project name, name of employer, description of work, value of contract, contract number, date of issue of work order, stipulated date of completion, actual date of completion, and year-wise value of work done. The bidder is required to fill up Format-I, which includes columns for year-wise value of work done, with amounts in Rs. lakhs for the last five years. The bidder also needs to provide information on the project name, name of the employer, description of work, value of the contract, contract number, date of issue of work order, stipulated date of completion, and actual date of completion. The value and percentage of similar works completed are not explicitly mentioned in all cases, but the bidder is required to provide the value of the contract and the year-wise value of work done. However, it is mentioned that the bidder should have completed similar works with a value that can be compared to the estimated cost put to tender. Additionally, the bidder's work capacity, including works for which bids have been finalized and works that are yet to be completed, needs to be provided in Format-II, which includes details such as the value of the contract, stipulated period of completion, value of work already executed, and value of works remaining to be completed. The bidder should 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 financial years taken together of the last proceeding five financial years. The bidder's available bid capacity will be calculated using the formula: Assessed Available Bid Capacity = (A*N*2-B), where A is the maximum value of Civil Engineering works executed in any one year during the last five years, B is the value of current price level of the existing commitments & ongoing works to be completed during the next year, and N is the number of years prescribed for completion of the works for which the bids are invited. The bidder needs to have prior work experience as a prime contractor on construction works of a similar nature and volume over the last five years from the date of receipt of the bid. The bidder needs to provide year-wise value of work done as per the certificate furnished, and remarks explaining reasons for delay, if any. The specific percentage of similar works completed is mentioned as 75% of the estimated cost put to tender during any three financial years taken together of the last preceding five years.
Costs
EMD
₹ 15,09,744Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement To Krushnapur-patakhali Road Under Mmsy-improvement To Existing Rd
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_110259_3Bid Award Id
ViewTender No
NCB-32/RWCKJR/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
BOQ Items
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Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works including T&P, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres
-
-
-
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Upto 600mm dia
7.5
285
2139.3
... More
600mm to 900mm dia
7.5
383
2878.73
... More
Scarifying the existing bituminus road surface to a depth of 50m and disposal of scarified material within all lifts and lead upto 1000mt. and as per the direction of Engineer-in-charge.
36879
6
221274
... More
Reworking the scarified bituminus surface suitably after supplementing the base materials with stone screened dust compacting finished surface as per Clause No 501.8.3.2 of Mort &H specification for raod & Bridge works (4th Revision) and as per the direction of Engineer-in-charge.
46098.75
29
1380196.58
... More
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.
39698.82
200
7974698.96
... More
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).
16442.57
50
827718.97
... More
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)
5040.13
2907
14652917.94
... More
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).
10814.77
3407
36851436.92
... More
Construction of Un-reinforced,plain cement concrete pavement M-30 grade over a prepared sub base with 43 grade using brande cement @ 350 kg per cum,coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, spread, compacted finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures as approved, finishing to lines and grages as per drawing and as per Clause 602 of MoSRT&H specifications for Road & Bridge Works and as per as per specification & direction of the Engineer-in-Charge.
743.58
7579
5636276.91
... 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.
68963.73
36
2533037.8
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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.
68963.73
13
924113.98
... More
Providing and laying Bituminous Macadam with 100 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction
3448.19
8465
29192342.06
... More
Providing and laying semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler, 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 wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH spefn. clause No. 508 complete.
1724.1
10481
18071792.07
... More
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.
33191.1
31
1037885.7
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Earth work in excavation of foundation & plinth in hard soil including levelling the bed etc complete as per the direction of Engineer in charge.
1789.89
270
484881.2
... More
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
15318.6
74
1144605.79
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Providing and filling manually with selected sand in layers not exceeding 200mm thick including watering and compacting with all leads and lifts etc. For finished item of work as per Specification.
442.54
955
422846.97
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Unit cost of NP3 hume pipes including cost of labour for laying hume pipes (900 mm dia.)and as per the direction of Engineer in charge.
-
-
-
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HPC 600 mm Dia
25
2964
74120.75
... More
HPC 900 mm Dia
30
5583
167506.5
... More
HPC 1000 mm Dia
87.5
6615
578842.25
... More
Cement concrete of M-150 having maximum compressive strength of 150 kg./cm2 ( test to be conducted) on 150 mm. cubes tested at 28 days including curing (tests conducted in accordance with IS-456 & IS-516) & conforming to clause-302 of IRC 21/1987 using clean crusher broken hard granite coarse aggregate of 40 mm. size down grade of approved quality to be protested in the laboratory) obtained from approved quarry the proportion mix, grading conforming to relevant ISI/IRC codes pre-approved including arranging of reinforcement as per approved drawing including hoisting, lowering concrete in layers not exceeding 150 mm. thick each compacting with vibrator watering & curing for 28 days centering shuttering & finishing the exposed surface smooth providing grooves & beads where necessary including cost, conveyance royality & taxes of all labour machineries etc. required for the work complete in all respects including dismantling the centering & shuttering as per specification & direction of Engineer-in-Charge.
-
-
-
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Foundation
548.05
6359
3485565.12
... More
Upto Bed Level
709.56
6501
4613544.93
... More
Above Bed Level
42.16
6424
270865.35
... More
Construction of precast RCC railing of M25 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications.
39.48
2382
94042.54
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RCC of design mix of M-25 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
... More
Raft
437.37
8703
3806711.03
... More
Abutment & Pier (Above Bed)
63.89
9807
626609.48
... More
Deck slab
68.96
9217
635604.32
... More
Pier cap/Bed Block
3.15
9512
29963.78
... More
Dirt wall
1.35
12760
17227.03
... More
RCC of design mix of M-300 grade having specified characteristics compressive strength/ target mean strength of 300kg./cm2 in design mix with minimum quantity of cement as specified in IRC Code of 150 mm. cubes at 28 days curing after mixing & tests conducted in accordance with relevant clauses of IS 456/IS 516/IRC 216/1987/IRC-78/1983 using crusher broken granite course aggregate of 20mm. .sizes & proportion as specified in clause-302.6.2 of IRC 21/1987 & IS-10262 & subject to mix design in conformity with the grading & proportion of different materials for concrete as specified in the relevant codes of approved quality, obtained from approved quarry & using minimum quantity of cement confirming to codal provision including hoisting, lowering & laying concrete in layers not exceeding 15cm thick compacting with vibrators watering & curing for 28 days including water tight steel centering , shuttering & form works finishing the exposed surface smooth providing beads & grooves wherever necessary including cost, conveyance royalties and all other taxes of all materials with all leads & lifts, cost of all labour T&P & machineries etc. required for the work including dewatering if necessary, complete in all respects as per direction of the Engineer-in-Charge but excluding cost, conveyance of tor steel & binding wire & labour charges for straightening, cutting, bending, binding welding & tying the grills lapping spacing etc. where ever necessary & hoisting & placing in position ( to be paid separately as required for RCC works)
-
-
-
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Wearing Coat
8.23
8059
66331.99
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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)
425.76
8739
3720878.43
... More
Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete.
70.84
976
69182.34
... More
Providing gravel backing to revetments including cost, conveyance and royalty, taxes of all materials to the site, all labour, T & P complete as per direction of the Enginer-in-Charge.
30.62
1009
30896.8
... More
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.
51
3330
169831.53
... More
Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etc.
237.4
46
10939.39
... More
Providing Rough Stone dry packing / pitching in approns and revetments for slope protection including cost and conveyance of all materials to site etc. complete (15cm and above)and as per the direction of Engineer in charge.
370.83
3000
1112519.67
... More
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
126.34
144
18194.22
... More
Providing and fixing of typical PMGSY 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 we be welded to 2 nos. 75mmX75mm of12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade block of 450mm X450mmmm X600mm ,600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX 47mm of 12 SWG steel plate tube. All M.S will be stove embelded on both sides .Lettering and printing arrows border etc. will be painted with ready mixed synthetic enamelpaint of superior quality in required shade andcloure.All sections of framed posts and steel tube will be painted with primer and two coat of epoxy paint as per drawing clause 1701 and Annexure 1700.1
2
12218
24437.36
... More
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.
2
16379
32759.92
... More
Providing and erecting direction and place identification retro-reflectorized sign as per IRC 67made of high intensity grade sheeting vide Clause 801.3, fixed over Aluminium sheeting 2mm thick supported on a mild steel single/double angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade concrete 45 x 45 x 60 cm, 60 cm below ground level as per drawing and technical specfication Clause 801 of of specification for road & bridge works (5th revision) & as directed by Engineer in charge.
-
-
-
... More
90 cm Equilateral traingle
5
5343
26718.65
... More
60 cm Circular
16
4872
77959.84
... More
80 cm x 60 cm rectangular
5
6237
31188.3
... More
90 cm high octagon
2
7561
15122.5
... More
Hazard Marker
10
9356
93560.8
... 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.
2868.23
499
1433856.86
... More
Provision for Road sinage masonary structure for citizen information board,painting of 200 m & k.m stone etc complete and as per the direction of engineer in charge.
-
-
-
... More
5th Kilometer stone
3
4326
12978.06
... More
Ordinary Kilometer stone
11
2604
28654.01
... More
200 mm stone
53
741
39313.28
... More
Semi-reflectorised Sign Boards
52
2336
121490.72
... More
200 mm dia RCC guard post.
159
921
146548.71
... 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
1st Year
328.22
408
134209.16
... More
2nd Year
447.31
408
182905.06
... More
3rd Year
573.34
408
234438.73
... More
4th Year
685.51
408
280305.04
... More
5th Year
806
408
329573.4
... More
Making up loose 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 technical specification Clause 1903
-
-
-
... More
1st Year
1094.05
50
55523.04
... More
2nd Year
1491.05
50
75670.79
... More
3rd Year
1911.13
50
96989.85
... More
4th Year
2285.04
50
115965.78
... More
5th Year
2686.66
50
136348
... More
Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903
-
-
-
... More
1st Year
1094.05
20
22789.06
... More
2nd Year
1491.05
20
31058.57
... More
3rd Year
1911.13
20
39808.84
... More
4th Year
2285.04
20
47597.38
... More
5th Year
2686.66
20
55963.13
... 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
1st Year
1604.61
345
554986.46
... More
2nd Year
2186.87
345
756372.73
... More
3rd Year
2802.99
345
969470.15
... More
4th Year
3351.4
345
1159148.72
... More
5th Year
3940.43
345
1362876.52
... 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
1st Year
7
1713
11992.47
... More
2nd Year
7
1713
11992.47
... More
3rd Year
7
1713
11992.47
... More
4th Year
7
1713
11992.47
... More
5th Year
7
1713
11992.47
... 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
1st Year
13.12
1538
20182.76
... More
2nd Year
13.12
1538
20182.76
... More
3rd Year
13.12
1538
20182.76
... More
4th Year
13.12
1538
20182.76
... More
5th Year
13.12
1538
20182.76
... 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
1st Year
13.12
893
11718.78
... More
2nd Year
13.12
893
11718.78
... More
3rd Year
13.12
893
11718.78
... More
4th Year
13.12
893
11718.78
... More
5th Year
13.12
893
11718.78
... 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
1st Year
123
176
21661.53
... More
2nd Year
125
176
22013.75
... More
3rd Year
127
176
22365.97
... More
4th Year
129
176
22718.19
... More
5th Year
131
176
23070.41
... 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
1st Year
246
10
2698.62
... More
2nd Year
248
10
2720.56
... More
3rd Year
250
10
2742.5
... More
4th Year
252
10
2764.44
... More
5th Year
254
10
2786.38
... 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
1st Year
6728.52
3
24626.38
... More
2nd Year
9104.29
3
33321.7
... More
3rd Year
7054.18
3
25818.3
... More
4th Year
13853.8
3
50704.91
... More
5th Year
15343.31
3
56156.51
... 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
1st Year
70
33
2322.6
... More
2nd Year
70
33
2322.6
... More
3rd Year
70
33
2322.6
... More
4th Year
70
33
2322.6
... More
5th Year
70
33
2322.6
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