Rural Development Department Tender
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Technical
Technical
Financial
Class Of Bidder
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B class and above, as well as C and D class contractors, who are registered with the State Govt.
Bid Capacity
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The bid capacity required in the given tender to bid can be calculated using the formula: Assessed Available Bid Capacity = (A*N*2-B) where A = Maximum value of Civil Engineering works executed in any one year during the last five years (updated to the current price level) B = Value of current price level of the existing commitments & ongoing works to be completed during the next years N = Number of years prescribed for completion of the works for which the bids are invited. Additionally, other bid capacity requirements are:
- EMD: 2% of the work
- APS: estimated cost - quoted amount
- Liquidated damages: 1% of the contractor price
- Rate: not less than 15% of the tendered amount
- For Similar Nature of Work: 75% of the estimated cost of the tender
- For Financial Turn Over: The amount put to tender for Civil Engineering works. Formulas for price adjustment are also provided:
1. Vs = 0.85 X Ps / 100 X R X (S1-S0) / S0 for steel component
2. V0 = 0.85 X Pb / 100 X R X (B1- B0) / B0 for bitumen component
3. Vpi = 0.85 X Ppi / 100 X R X (Pi1- Pi0) / Pi0 for pipe component
4. Similar Nature of Work = 0.75 * Estimated Cost of the Tender
5. Financial Turn Over Requirement = Amount Put to Tender (for Civil Engineering works)
Technical Capacity
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The required prior work experience for the bidder involves having executed similar nature of work worth 75% of the estimated cost, during any three financial years taken together of the last preceding five years, for both Road and Bridge portions of the work. The bidder should also have a 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 value of work executed by the applicant shall be updated to the current price level using an escalation factor. The bidder should have experience of working on construction works of a similar nature and volume over the last five years from the date of receipt of the bid. The percentage of similar works completed is 75% for both Road and Bridge works. The bidder is required to provide the year-wise value of work done as per the certificate furnished. The bidder's available bid capacity should be more than the total estimated cost of the works, 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 using an escalation factor of 10 percent per year, and B is the value of current price level of existing commitments and ongoing works to be completed during the next year. The bidder should also furnish an Annual Turnover Certificate from a Chartered Accountant for the last five financial years, with a break-up of civil works and total works for each financial year. The financial turn over certificate for Civil Engineering works should be submitted from the Chartered Accountant showing clearly the financial turn over financial yearwise with UDIN. Additionally, the bidder should furnish the information on Annual Turn Over (ATO) from his Chartered Accountant showing clearly the financial year wise values of civil Engineering works executed with updated values (considering escalation factor) mentioning UDIN No of the Chartered Accountant. However, specific information on the required prior work experience in terms of years is not explicitly mentioned, but the bidder should have experience of working on construction works of a similar nature and volume over the last five years from the date of receipt of the bid.
Costs
EMD
₹ 4,01,452Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_111055_4Tender No
NCB-33/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
15
285
4278.6
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600mm to 900mm dia
7.5
383
2878.73
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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.
10890
6
65340
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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.
13612.5
13
186627.38
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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.
15974.89
200
3209035.9
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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).
3132.58
50
157694.08
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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)
1518.07
1521
2309622.06
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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).
3193.5
2139
6834026.13
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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.
411.72
6425
2645683.9
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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.
20364.3
38
780359.98
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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.
20364.3
13
284489.27
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Providing and laying Bituminous Macadam with 60-90 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
1018.22
7474
7610634.48
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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.
509.11
9629
4902225.28
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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.
10890
28
311998.5
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Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
550
636
350344.5
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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.
853.72
270
231272.75
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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
2563.74
74
191562.65
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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.
187.89
952
179051.65
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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
35
2759
96581.8
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HPC 900 mm Dia
2.5
5241
13103.25
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HPC 1000 mm Dia
45
6273
282289.05
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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
348.37
5243
1826775.64
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Upto Bed Level
834.41
5385
4493973.72
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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)
-
-
-
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Raft
10.5
7523
79000.11
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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)
5.25
8789
46143.41
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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
160
143
22971.2
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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
11937
23874.8
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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.
2
15777
31554.48
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Providing and erecting Informatory retro-reflectorised sign as per IRC-67-2012 made of class-B retro-reflective sheeting of high intensity prismatic grade sheeting as per ASTMD4956-09type-III and IV strictly conforming to clause 6.7of IRC67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00mm thick as per clause 6.5.2 of IRC:67-2012 or A.C.P (Aluminium Composite Panel) used for sign boards with a thermo plastic core of blow density polythylene (LDPE) between two thick sheets of aliminium with over all thickness of 4mm and aliminium thichness of 0.5mm on both sides supported on mildsteel square post 80mmx80mmx3mm, 2nos and 3nos horizontal and 1no vertical extra supporting member of M.Sangle of size 50mmx50mmx6mm firmly fixed to the ground by means properly designed foundation withM-15 grade cement concrete 45cmx45cmx75cm, 60cm below ground level of as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T&P, excavation, curingetc. complete,under supervision of Engineer-In-Charge.Size-12'X8'(3657mm x 2438mm Rectangle)
2
134548
269096.28
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Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.
845.79
499
422818.88
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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.
-
-
-
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Ordinary Kilometer stone
5
2305
11526.35
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200 mm stone
17
689
11718.27
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Semi-reflectorised Sign Boards
17
2176
36995.91
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200 mm dia RCC guard post.
120
719
86298
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Maintenance Work
-
-
-
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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
-
-
-
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1st Year
86.98
408
35566.12
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2nd Year
120.47
408
49260.18
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3rd Year
156
408
63788.4
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4th Year
187.44
408
76644.22
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5th Year
220.93
408
90338.28
... 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
289.95
50
14714.96
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2nd Year
401.57
50
20379.68
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3rd Year
520
50
26390
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4th Year
624.81
50
31709.11
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5th Year
736.44
50
37374.33
... 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
289.95
20
6039.66
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2nd Year
401.57
20
8364.7
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3rd Year
520
20
10831.6
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4th Year
624.81
20
13014.79
... More
5th Year
736.44
20
15340.05
... 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
-
-
-
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1st Year
425.25
316
134493.82
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2nd Year
588.97
316
186273.54
... More
3rd Year
762.66
316
241206.48
... More
4th Year
916.39
316
289826.67
... More
5th Year
1080.11
316
341606.39
... 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
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2nd Year
7
1713
11992.47
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3rd Year
7
1713
11992.47
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4th Year
7
1713
11992.47
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5th Year
7
1713
11992.47
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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
4.19
1538
6445.56
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2nd Year
4.19
1538
6445.56
... More
3rd Year
4.19
1538
6445.56
... More
4th Year
4.19
1538
6445.56
... More
5th Year
4.19
1538
6445.56
... 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
4.19
893
3742.51
... More
2nd Year
4.19
893
3742.51
... More
3rd Year
4.19
893
3742.51
... More
4th Year
4.19
893
3742.51
... More
5th Year
4.19
893
3742.51
... 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
36
176
6339.96
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2nd Year
38
176
6692.18
... More
3rd Year
40
176
7044.4
... More
4th Year
42
176
7396.62
... More
5th Year
44
176
7748.84
... 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
73
10
800.81
... More
2nd Year
75
10
822.75
... More
3rd Year
77
10
844.69
... More
4th Year
79
10
866.63
... More
5th Year
81
10
888.57
... 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
1896.87
3
6942.54
... More
2nd Year
2615.22
3
9571.71
... More
3rd Year
2111.1
3
7726.63
... More
4th Year
4054.89
3
14840.9
... More
5th Year
4773.03
3
17469.29
... 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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