Rural Development Department Tender
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Technical
Technical
Bid Capacity
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Assessed Available Bid Capacity = (A * N * 2) - B Where: A = Maximum value of 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 = 1 for works to be completed within 12 months, and the number of years prescribed for completion of the works for which bids are invited for works taking longer than 12 months. Additionally, the bid capacity required involves both an initial bid security of 1% of the estimated contract value (ECV) and a potential additional performance security based on the bid price's difference from the estimated cost. The specific formulas for additional performance security are: - For a difference below 5%: No Additional Performance Security.
- For a difference from 5% above and below 10%: 50% of (Difference between estimated cost put to tender and bid amount).
- For a difference from 10% and above: 150% of (Difference between estimated cost put to tender and bid amount).
Technical Capacity
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The required prior work experience for the bidder is to 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 bidder should have experience of similar works completed, with a value calculated based on the maximum value of works executed in any one year during the last five years, updated to the current price level. The value of similar works completed is considered in the calculation of the available bid capacity, with the maximum value of works executed in any one year during the last five years being a key factor. The bidder should have completed works with a value that allows them to demonstrate their capacity to complete the works for which they are bidding, with the available bid capacity being more than the total estimated cost of the works. The total financial turn over in respect of Civil Engineering works should be an amount not less than the amount put to tender during any three financial years taken together of the last preceding five years. The bidder needs to furnish information on work performed as a prime contractor, including project name, employer, description of work, value of contract, and year-wise value of work done. A specific percentage of similar works completed is mentioned as 75% of the estimated cost put to tender. However, the exact amount of similar works completed is not explicitly stated, but the bidder is required to provide information on the value of civil engineering works executed during the last 5 years, with updated values considering the escalation factor, ranging from Rs. 1.10 lakhs to Rs. 1.61 lakhs. Additionally, if the rate quoted by the bidder is less than 15% of the tendered amount, then such a bid shall be rejected. If the rate quoted is 14.99% less than the estimated cost, the tender shall be finalized through a transparent lottery system.
Costs
EMD
₹ 4,38,090Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Kanpa-chuharkon Road Under Mmsy Cuvda For The Year 2024-25
Description
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Contact
Tender Id
2025_CERWI_110986_2Tender No
Road Online-AGL-24/2024-25Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
GEM & Bid Advisory Services
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BOQ Items
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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).
1045.65
50
52638.02
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Cutting in disintegrated rock not requiring blasting to be removed by pick axes and crow bars and depositing materials within 50m initial lead and 1.5m initial lift including rough dressing as per direction and specification of the department including stacking the useful materials separetly as ordered.
1297.5
572
742494.38
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Construction of granular Sub-base by providing Close graded Granular sub-base Grading-III material as per table 400-1 ,spreading in unifrom layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC , and compacting with vibratory roller to achieve the desired density complete as per Clause 401 of MoSRT&H Specifications for road & Bridge works(4th. Revision) .
3534.23
2410
8519756.21
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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 slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3
3063.05
74
228871.1
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Construction of moorum shoulder with approved materials obtained from borrow pits, transporting to site, spreading, grading to required slope and compacting to meet requirement as per direction of the Engineer in charge (By mechanical means).
1093.8
200
219722.54
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Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam (WMM) specification including premixing the materialnwithb water at OMC in mechanical mix plant , carriage of mix material by tipper to site,laying in uniform layers with paver in sub base or base course on well prepared surface and compacting with Vibratory roller to achive the desired density as per Clause 406 of MoSRT&H specifications for Road and Bridge works.
2817.64
2809
7916413.17
... More
Providing & applying Primer Coat with Btumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical meansas per clause 502 of MoSRT&Hl specification for Road & Bridge works(4th Revision) .
18191.7
37
680187.66
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Providing and applying tack coat with bitumen emulsion using emulsion distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision) [Output-3500 sqm]
18191.7
13
248498.62
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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, transported to site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled,vibratory roller and tandem rollers to achieve the desired compaction as per Clause-508 of MoSRT&H Specification for Road & Bridge works(4th Revision)
454.79
10212
4644429.18
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Fine dressing and turfing including transportation by mechanical means with all lead and lift and placing of turf in position and ramming with thapies and including watering and cost of all labour, materials etc. complete as per Clause 309 of MORD Specification and as per direction of the Engineer in Charge.
14268
28
408778.2
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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.
1427.93
280
401176.93
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Providing and fixing of typical TRIP 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 and as per direction of the Engineer-in-charge.
2
14552
29105.02
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Providing and fixing of typical 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
14452
28905.04
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Providing and erecting direction and place identification of semireflective sign boards as per IRC-67 made of 2mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47mm x 47mm of 12 SWG square tube of 3050mm height duly strengthened by 25mm x 5mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450mm x 450mm x 600mm, 600mm below ground level as per approved drawing and Technical Specification Clause 1701 (upto 0.90 square meter size) and as per the direction of the Engineer-in-charge.
8
2153
17227.76
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Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1700, 300 & 800 of MoRD and as per the direction of the Engineer-in-charge.
-
-
-
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900 mm equilateral triangle
18
2199
39598.74
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800 mm X 600 mm rectangular
12
2275
27305.28
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Construction of RCC guard posts of 200 mm dia M15 grade cast-in-situ with 20 mm nominal size aggregate,true to line and grade,tolerance of vertical RCC posts not to exceed 1 in 500 as per drawing and Technival Specification Clause 800,1400 & 1704.1 of MoRD and as per direction of the Engineer-in-charge.
225
1001
225382.5
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Providing and fixing reinforced cement concrete M 15 grade kilometre 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 and as per the direction of the Engineer-in-charge.
-
-
-
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ii) Ordinary kilometer stone
5
2374
11872.85
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iii) 200 mm stone
20
688
13763
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Construction of Un-reinforced,dowel jointed M-30 Grade cement concrete pavement by semi-mechanized method over a prepared sub-base with 43 grade cement @ 350 kg /cum coarse and fine aggregate confirming 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,laid with a fixed form or slip form paver,spread,compacted and finished in a continous operation etc , curing compound ,finishing to lines and grades as per drawing and as per clause 602 of MoSRT&H Specifications for Road & Bridge works (4th. Revision) (Taking output = 75 Cum)
21.33
7109
151654.17
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Supplying and fixing of 80mm thick cement concrete interlocking paver block of M-40 grade of approved make,design,colour and size made by Block making machine with propercompaction laid in requried patten etc.complete in all respect conforming to IRC SP-63:2018.
888.75
642
571404.04
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Earth work in excavation of foundation in all kinds of soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed E.I.C.(Ref:- A/R-06, average of item-1(a) & 2(a))
1653.98
270
448063.18
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Filling foundation and plinth with sand well watered and rammed including cost conveyance royalty of sand and labour etc complete.
228.38
867
198096.81
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P.C.C. work in open foundation of M-15 grade as per drawing & technical specification including cost of all materials labour T&P etc complete.
-
-
-
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Foundations
253.98
5713
1451124.89
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P.C.C. work in sub structure of M-15 grade as per drawing & technical specification including cost of all materials labour T&P etc complete.
-
-
-
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Sub structure
1291.45
5855
7562188.79
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P.C.C. grade M 20 Nominal mix(1:2:4)
8.31
6240
51856.06
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R.C.C. work of M-25 grade with 20 mm and down grade black hard granite (C.B) stone chips including hoisting and laying per 1 cum
-
-
-
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Foundations
34.13
7086
241876.24
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Sub-structure
22.95
8105
186023.52
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Super-structure
59.06
9984
589686.34
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Construction of RCC railing of M25 Grade in-situ with 20 mm nominal size aggregate, 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.
14
2413
33782.56
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Supplying, fitting and placing HYSD bar reinforcement (Fe 415) complete as per drawings and MORD technical specification Clauses 1000,1200 as per direction of the Engineer in charge
109.8
8744
960170.26
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical Specification .
585.6
110
64896.19
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Providing and laying boulder appron for bed protection & pitching on slopes with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & 1302
15.48
2459
38070.27
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Providing and laying reinforced cement concrete NP3 SINGLE Row pipe for culverts jointing with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1100 of MoRD & as per direction of Engineer-in-Charge.
-
-
-
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600MM DIA
15
3102
46539.3
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1000MM DIA
30
6844
205349.7
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
66.99
36
2422.36
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Restoration of rain cuts with soil, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MORD technical specifications Clause 1902 by manual means as per direction of the Engineer in charge
-
-
-
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1st Year
82.25
423
34795.04
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2nd Year
118.63
423
50185.24
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3rd Year
147.13
423
62241.88
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4th Year
180.78
423
76477.17
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5th Year
212.74
423
89997.53
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Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000 m as per MORD technical specification Clause 1903 as per direction of the Engineer in charge.
-
-
-
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1st Year
120
52
6331.2
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2nd Year
132
52
6964.32
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3rd Year
252
52
13295.52
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4th Year
276
52
14561.76
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5th Year
324
52
17094.24
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Stripping excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per drawings and Technical Specification Clause 1903.
-
-
-
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1st Year
1500
20
31245
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2nd Year
1800
20
37494
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3rd Year
3225
20
67176.75
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4th Year
3450
20
71863.5
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5th Year
4050
20
84361.5
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Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre-mix carpet and seal coat type C as per MORD technical specification Clause 503,508,510,1904 as per direction of the Engineer in charge.
-
-
-
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1st Year
416.1
333
138623.72
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2nd Year
582.54
333
194073.2
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3rd Year
699.05
333
232888.51
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4th Year
873.81
333
291109.8
... More
5th Year
1027.77
333
342401.58
... 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 of MORD and as per direction of the Engineer in charge.
-
-
-
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1st Year
6
1713
10279.26
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2nd Year
6
1713
10279.26
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3rd Year
6
1713
10279.26
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4th Year
6
1713
10279.26
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5th Year
6
1713
10279.26
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Maintenance of 200 metre, km stones & 5th Km stones by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912 of MORD as per direction of the Engineer in charge.
-
-
-
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1st Year
5
978
4891.4
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2nd Year
5
978
4891.4
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3rd Year
5
978
4891.4
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4th Year
5
978
4891.4
... More
5th Year
5
978
4891.4
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Cutting of branches of trees from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st Year
50
176
8805.5
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2nd Year
50
176
8805.5
... More
3rd Year
50
176
8805.5
... More
4th Year
50
176
8805.5
... More
5th Year
50
176
8805.5
... More
Cutting of shurb from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge.
-
-
-
... More
1st Year
200
10
2194
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2nd Year
200
10
2194
... More
3rd Year
200
10
2194
... More
4th Year
200
10
2194
... More
5th Year
200
10
2194
... More
Maintenance and repair of RCC railing to bring it to the original shape cleaning and repainting as per drawings and technical specification clause 1911 as per direction of Engineer in Charge.
-
-
-
... More
1st Year
2.7
1931
5214.21
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2nd Year
2.7
1931
5214.21
... More
3rd Year
2.7
1931
5214.21
... More
4th Year
2.7
1931
5214.21
... More
5th Year
2.7
1931
5214.21
... More
Triming of grass and weeds from the shoulder/berms and disposal the same to suitable location as per technical specification Clause 1914 of MORD as per direction of the Engineer in charge
-
-
-
... More
1st Year
1725
3
6313.5
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2nd Year
2070
3
7576.2
... More
3rd Year
2415
3
8838.9
... More
4th Year
2760
3
10101.6
... More
5th Year
3105
3
11364.3
... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MORD technical specifications Clause 1915 as per direction of the Engineer in charge.
-
-
-
... More
1st Year
120
36
4339.2
... More
2nd Year
120
36
4339.2
... More
3rd Year
120
36
4339.2
... More
4th Year
120
36
4339.2
... More
5th Year
120
36
4339.2
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