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 is B class and above, as well as C and D class contractors.
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, bid capacity requirements can also be inferred from the financial and execution requirements outlined in the tender documents, including similar nature of work and financial turn over. For similar nature of work: - Bid Capacity for Road Works = 75% of Estimated Cost of Road Works
- Bid Capacity for Bridge Works = 75% of Estimated Cost of Bridge Works For financial turn over: - Bid Capacity = Total Financial Turn Over in Civil Engineering Works ≥ Amount Put to Tender Formulas:
1. Similar Nature of Work: - For Road: Bid Capacity = 0.75 * Estimated Cost of Road Works - For Bridge: Bid Capacity = 0.75 * Estimated Cost of Bridge Works 2. Financial Turn Over: - Bid Capacity = Total Financial Turn Over in Last 3 Years ≥ Amount Put to Tender However, exact bid capacity cannot be calculated without specific estimated costs or amounts put to tender.
Technical Capacity
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The required prior work experience for the bidder involves executing similar nature of work worth 75% of the estimated cost, for both Road portion and Bridge portion of the work, during any three financial years taken together of the last preceding five years. 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 current price level using an escalation factor. For the calculation of the Assessed Available Bid Capacity, the formula is given as (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 year, and N = Number of years, with an escalation factor applied. The bidder should have experience of similar nature of works executed over the last five years, with details provided in Format-I. A certificate from the Engineer-in-Charge is required for the similar nature of work executed. The bidder should also provide information on their work in hand, including works for which bids have been finalized in their favor and works that are yet to be completed, as per Format-II. The percentage of similar works completed is mentioned as 75% for both Road and Bridge works. The amount of similar works completed is not explicitly mentioned, but it is stated that the bidder should have executed similar nature of work worth 75% of the estimated cost. The annual turnover certificate from a Chartered Accountant for the last five financial years should show a break-up of civil works and total works for each financial year. The bidder's available bid capacity at the expected time of bidding should be more than the total estimated cost of the works. The bidder should have completed works of a similar nature and volume, but specific percentage or amount requirements are not explicitly mentioned. However, the bidder needs to provide a certificate from the Engineer-in-Charge for the similar nature of work executed. In terms of design capability, the tenderer shall indicate whether design will be carried out in-house or with the help of consultants, and provide details of design assignment handled during the past 5 years. The value of "A" in the Assessed Available Bid Capacity formula is crucial, representing the maximum value of Civil Engineering works executed in any one year during the last five years, updated to the current price level. The escalation factor for updating the value of work executed ranges from 1.10 to 1.61, depending on the year of completion. The bidder is required to have an annual turnover certificate from a Chartered Accountant for the last five financial years, showing clearly the financial year-wise values of civil Engineering works executed, with updated values considering the escalation factor. The bidder should 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, with the financial turn over certificate submitted from the Chartered Accountant, showing clearly the financial turn over financial year-wise with UDIN.
Costs
EMD
₹ 6,51,036Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_CERWI_111055_2Tender No
NCB-33/RWCKJR/2024-25Tender 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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Upto 600mm dia
37.5
285
10696.5
... More
600mm to 900mm dia
7.5
383
2878.73
... 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.
25309.23
200
5084117.32
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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).
1860.52
50
93658.58
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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)
4528.77
1824
8262287.99
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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).
3576.58
2335
8352279.98
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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.
302.94
6568
1989712.95
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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.
23018.85
38
881621.96
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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.
23018.85
13
321343.15
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Providing, laying and rolling open graded premix carpet of 20mm thick using 0.27 cum composed of 13.2 mm to 5.6 mm size crusher stone chips using pentration grade of bitumen of grade VG-30 (60/70) of 14.60 kg per 10 sqm including hand packing to proper camber and consolidation with 80-100 KN roller inclusive of hire and running charges of PRR, bitumen mixtures, tar boilers and all other T&P articles including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc. complete as per specification and direction of the Engineer in charge.
23018.85
207
4771117.04
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Providing and laying 6mm thick precoated Seal Coat Type B using 0.06 cum of 6.70 mm size chips as per sieve analysis for sealing the voids in the bituminous surface laid to the specified levels, grade and cross fall using penetration grade of bitumen of 6.80 kg per 10 sqm and rolled with smooth wheeled power roller, bitumen mixure, tar boiler and all other T&P articles including cost, conveyance, royalty, taxes of chips and bitumen & other required materials etc complete and as per the direction of engineer in charge.
23018.85
84
1946934.33
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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.
14443.2
28
413797.68
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Providing and laying of Interlocking Concrete Block pavements having thickness 80 mm as per drawings and Technical Specification Clause 1504.
3562.5
626
2230445.63
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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.
2352.45
270
637278.71
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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
213.8
74
15975.14
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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.
293.87
589
173324.53
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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
82.5
2867
236527.5
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HPC 1000 mm Dia
60
6452
387135.6
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HPC 1200 mm Dia
15
8262
123932.85
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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
528.93
5366
2838307.14
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Upto Bed Level
1191.34
5508
6562103.25
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Above Bed Level
154.62
5430
839724.21
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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.
103.12
2285
235703.45
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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
249.28
7679
1914467.91
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Abutment & Pier (Above Bed)
208.99
8785
1836119.26
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Deck slab
221.26
8194
1813048.69
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Pier cap/Bed Block
12.84
8489
109010.83
... More
Dirt wall
4.74
11743
55662.25
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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
18.99
7034
133584.4
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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)
769.68
8816
6786237.77
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Back filling behind Abutments ,Wing walls & Return walls complete as per drawing &technical specification etc complete.
283.36
976
276729.38
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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.
122.48
1009
123587.22
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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.
204
2314
472231.44
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Finishing wall surface with waterproof cement paint of aproved shade 2 coats including watering, curing,cost of all materials & labour etc.
589.17
46
27148.95
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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.
495.46
2154
1067275.34
... 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
334.96
143
47952.87
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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
11968
23936.46
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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
15843
31686.56
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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
134998
269997.88
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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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5th Kilometer stone
2
3939
7879.28
... More
Ordinary Kilometer stone
6
2338
14032.56
... More
200 mm stone
30
695
20872.2
... More
Semi-reflectorised Sign Boards
30
2193
65813.7
... More
200 mm dia RCC guard post.
341
772
263388.4
... More
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
-
-
-
... More
1st Year
161.57
408
66065.97
... More
2nd Year
231.8
408
94783.02
... More
3rd Year
304.06
408
124330.13
... More
4th Year
371.55
408
151926.8
... More
5th Year
441.09
408
180361.7
... 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
538.58
50
27332.94
... More
2nd Year
772.65
50
39211.99
... More
3rd Year
1013.54
50
51437.16
... More
4th Year
1238.51
50
62854.38
... More
5th Year
1470.31
50
74618.23
... 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
538.58
20
11218.62
... More
2nd Year
772.65
20
16094.3
... More
3rd Year
1013.54
20
21112.04
... More
4th Year
1238.51
20
25798.16
... More
5th Year
1470.31
20
30626.56
... 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
538.58
325
175194.69
... More
2nd Year
772.65
325
251335.32
... More
3rd Year
1013.54
325
329694.43
... More
4th Year
1238.51
325
402874.92
... More
5th Year
1470.31
325
478277.14
... 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
26
1713
44543.46
... More
2nd Year
26
1713
44543.46
... More
3rd Year
26
1713
44543.46
... More
4th Year
26
1713
44543.46
... More
5th Year
26
1713
44543.46
... 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
7.45
1538
11460.48
... More
2nd Year
7.45
1538
11460.48
... More
3rd Year
7.45
1538
11460.48
... More
4th Year
7.45
1538
11460.48
... More
5th Year
7.45
1538
11460.48
... 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
7.45
893
6654.34
... More
2nd Year
7.45
893
6654.34
... More
3rd Year
7.45
893
6654.34
... More
4th Year
7.45
893
6654.34
... More
5th Year
7.45
893
6654.34
... 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
61
176
10742.71
... More
2nd Year
63
176
11094.93
... More
3rd Year
65
176
11447.15
... More
4th Year
67
176
11799.37
... More
5th Year
69
176
12151.59
... 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
121
10
1327.37
... More
2nd Year
123
10
1349.31
... More
3rd Year
125
10
1371.25
... More
4th Year
127
10
1393.19
... More
5th Year
129
10
1415.13
... 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
2418.85
3
8852.99
... More
2nd Year
2971.07
3
10874.12
... More
3rd Year
2556.56
3
9357.01
... More
4th Year
4401.61
3
16109.89
... More
5th Year
5276.75
3
19312.91
... 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
260
33
8626.8
... More
2nd Year
260
33
8626.8
... More
3rd Year
260
33
8626.8
... More
4th Year
260
33
8626.8
... More
5th Year
260
33
8626.8
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