Rural Development Department Tender
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Technical
Technical
Financial
Class Of Bidder
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Super class / special class / A class contractors
Bid Capacity
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The bid capacity required in the given tender to bid is calculated using the formula: Assessed Available Bid Capacity = (A * N * 2) - B Where: A = Maximum value of works executed in any one year (updated to the current price level) N = Number of years prescribed for completion of the works B = Value at current price level of the existing commitments and ongoing works to be completed during the time period stipulated in the contract data. Additionally, the tender requires the bidder to have a certain number of machines with specific capacities. The bidder must also secure 80% marks in aggregate to qualify, with marks allocated to different machines and equipment. The qualifying marks can be calculated using the formula: Qualifying Marks = (Total Marks / 100) x 80 = (100 / 100) x 80 = 80 Therefore, the bidder must have at least 80 marks to qualify.
Technical Capacity
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The required prior work experience for the bidder includes details of existing commitments and work-in-hand, annual turnover, and the value of civil engineering works executed during the last 5 years. The bidder must provide information on their experience, including the value of civil engineering works executed for each of the last 5 years, escalation factor, and updated value. The value of civil engineering works executed for each of the last 5 years should be provided in Rs. lakhs, along with the escalation factor and updated value for each year. Additionally, the bidder must provide details of similar works completed, including project name, employer, description of work, value of contract, contract number, and year-wise value of work done. 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, excluding the current financial year. The total financial turnover in respect of Civil Engineering works should be an amount not less than the amount put to tender during any 3 financial years taken together of the last preceding five financial years, excluding the current financial year. The bidder must also secure 80% marks in aggregate to qualify. The calculation of available bid capacity is based on the maximum value of works executed in any one year during the last five years, updated to the current price level, considering a 10% rate of inflation per year.
Costs
EMD
₹ 3,56,829Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Panikoili Amrutia Rd Road To Mohulia, Alada, Ranasarpur, Kargil Chhaka, Mrutunjayapur, Bada, Charada To Ragadi Panikoili R And B Road Under Korei Block Road In The Dist. Of Jajpur Under Mmsy-trip For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_109878_4Bid Award Id
ViewTender No
Tender Online RCK-25/24Tender Authority
Rural Development Department ViewPurchaser Address
-Website
http://http://rdodisha.gov.in/
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Documents
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).
397.35
50
20002.6
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Fine dressing and turfing including transportation by mechanical means with all leads and lifts and placing of turfs in position and ramming with thapies including watering and cost of labour and all materials but excluding the charges of GST etc. complete as per the direction of the Engineer-in-Charge.
13022.1
28
373083.17
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Construction of granular Sub base by providing close grade granular sub-base grading-III material as per table-100-1. spreading in uniform layers with motor grader om 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 and Bridges work.
2308.21
2285
5275690.94
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Providing , Laying, spreading and compacting graded stone aggregates in Wet Mix Macadam as per specification including premixing material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with paver in sub-base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406 of MORTH specifications for road & bridge works (4th revision) but excluding the charges of GST including cost conveyance required as directed by Engineer-in-Charge.
1516.42
2768
4198875.99
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Providing and applying primer coat with bitumen emulsion (SS-1) 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 and including cost conveyance & royality of all materials & cost of all labour & T&P required for the work hire charges of machinaries etc complete but excluding the charges of GST as per Technical specification clause 502 of MORD for low porosity surface but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
5358.83
37
202027.89
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH specification for road & bridge works (4th revision) etc complete but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge.
5358.83
13
73791.09
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Providing & laying Semi Dense Bituminous Concrete with batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen ,transporting the hot mix to work site ,laying with a hydrostatic paver finisher to the required grade,level & allignment and rolling with smooth wheeled ,vibratory and tandem roller to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (Latest Revision) but excluding the charges of GST etc complete including cost conveyance etc required as per specification & direction of Engineer-in-Charge.
133.97
10202
1366771.32
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Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub-base, with 43 grade cement or any other type as per Clause 1501.2.2, M30 (grade) coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25mm mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the form work as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars near approaches to bridges and culverts (expansion joints), admixtures as approved, curing of concrete slabs for 14 days, curing compound and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.
1816.75
7103
12904865.77
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CD works
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-
-
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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.
567.64
270
153768
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Filling sand-Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
121.45
822
99899.91
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Providing and laying reinforced cement concrete pipe NP3 for culverts including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 of MoRD but excluding the charges of GST & as per direction of the Engineer-in-Charge.
-
-
-
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600 mm dia Single row
30
2813
84396.9
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1000 mm dia Single row
60
6362
381760.8
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Supplying, fitting and placing HYSD bar reinforcement complete as per drawings and technical specification Clauses 1000 and 1200 of MoRD and as per direction of the Engineer-in-Charge.
24.93
8769
218621.14
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PCC M-15 grade in foundation bed using 40mm to 10 mm size crushed stone aggregates mixed by concrete mixer laying in layers and compacting by vibrator & all leads and lifts as per approved drawing & technical specification and as per section 1700& 2100 of MORTH specification for road and bridge works (latest revision) but excluding the charges of GST including cost conveyance etc required as directed by Engineer-in-charge.
-
-
-
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Foundation
229.61
5773
1325612.01
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Sub-Structure
475.57
5915
2813167.76
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R.C.C work of M-25 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including cost, conveyance, royalty & taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of Engineer in charge.
-
-
-
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Superstructure
25.59
9911
253646.29
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R.C.C M-30 grade in wearing course using 20mm and down grade BHGCB chips of approved quality from approved quarry including hoisting lowering and laying in position in layers with proper packing and ramming by means of vibrator to proper slope and level including watering and curring with cost conveyance royality of all materials required for the work including all labour,T&P for the work etc complete but excluding the charges of GST in all respect as per the specification and direction of Engineer-in-charge.
2.14
7083
15158.54
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Providing and laying Filter media with granular crushed aggreates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wingwall return wall to the full height compared to firm condition complete as per drawing and technical specificationn clause 1204.3.8 including cost conveyance but excluding the charges of GST etc required as directed by Engineer-in-charge.
31.31
2753
86218.35
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Providing Rough stone dry packing/pitching in slope protection wall approns and revetments to designed thickness using hard granite stones of required size of approved quality from approved quarry including quarrying supplying cinveying and cost conveyance royality of all materials including T&P complete including filling the interstices with small stones by wedging and hammering finished to proper slope and level but excluding the charges of GST as per direction of the Engineer-in-charge including dewatering if required.
13.5
2342
31623.07
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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 and technical specification Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads but excluding the charges of GST and as per direction of Engineer-in- charge.
193
110
21382.47
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Traffic Signs, Markings and Road Appurtenan`ces, Road Safety and Road Furniture
-
-
-
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Reinforced cement concrete M15 grade Kilometer stone/ local stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD but excluding the charges of GST and as per direction of Engineer-in-Charge.
-
-
-
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Fixing of Km. Stone
5
2341
11709.3
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200 mm Stone (Precast)
16
690
11055.52
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Guide Post (M-20)
81
807
65383.2
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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of A.C.P. (Aluminium composite panel) used for sign boards with a thermoplastic core of low density polyethylene (LDPE) between two thick sheets of aluminium with over all thickness of 4mm and aluminum thickness of 0.5mm on both sides as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring but excluding the charges of GST etc. complete as per MoRD Technical Specification Clause 1701 and as per direction of Engineer-in-charge.
-
-
-
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Information signs
2
11733
23467.16
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Providing and fixing of typical MMSY Citizen sign board with logo as per MORD specifications and drawing. Two MS plates of 2mm thick, top & middle plate duly welded with MS flat iron 25mmx5mm size on back on edges. The flat iron frame of both plate will be welded to 2nos 75mmx75mm of 12SWG sheet tubes posts duly embeded in C.C. M-15 grade blocks of 600mmx600mmx750mm, 750mm below ground level. The top most dimond plate will be welded to middle plate by 47mmx47mm of 12SWG steel tube. All M.S. will be stove enameled on both sides. Lettering & printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quailty in required shade & colour. All sections of framed posts & steel tubes will be painted with primer & two coats of paint as per drawing clause 1701 and Annexure 1700.1
2
8998
17996
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Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 etc complete including cost conveyance etc required as per specification but excluding the charges of GST & direction of Engineer-in-Charge.
-
-
-
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600mm equilateral triangle
12
2119
25433.64
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600mm Circular
12
1970
23640.96
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Maintenance
-
-
-
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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 materials in layers not exceeding 250mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per clause 1902 of MORD specification for Rural roads by manual means and as per direction of Engineer-in -charge.
-
-
-
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1st Year
10.99
390
4289.95
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2nd Year
14.62
390
5706.92
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3rd Year
18.35
390
7162.92
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4th Year
21.98
390
8579.89
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5th Year
25.61
390
9996.86
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Maintenance of Earthen shoulder (filling with fresh selected soil) Making up loss of materials/ irregularities of shoulders to the design levels by adding fresh approved selected soil and compacting it with appropriate equipment at OMC upto a lead of 1000m as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
36.63
48
1768.5
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2nd Year
48.72
48
2352.2
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3rd Year
61.17
48
2953.29
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4th Year
73.26
48
3536.99
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5th Year
85.35
48
4120.7
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Maintenance of earthen shoulder Stripping of excess soil from the shoulder surface to achieve the approved level and compacting with plate compactor at OMC as per clause 1903 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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1st Year
27.47
18
504.07
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2nd Year
36.54
18
670.51
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3rd Year
45.87
18
841.71
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4th Year
54.94
18
1008.15
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5th Year
64.01
18
1174.58
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Maintenance of Bituminous surface road i.e. repair to pot holes and removal of loose materials, trimming of sides, cleaning of surface by providing tack coat, 20 mm thick pre mix carpet and seal coat as per clause 1904.2 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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1st Year
503.66
324
163402.41
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2nd Year
700.09
324
227130.2
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3rd Year
888.96
324
288405.29
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4th Year
1079.85
324
350335.74
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5th Year
1274.26
324
413408.17
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Maintenance of Hume Pipe culverts by way of clearing , cleaning erosion repair, repair to crack, parapet wall and protection work as per clause 1908 of MORD specification for Rural roads and as per direction of Engineer- in- charge.
-
-
-
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1st Year
13
1713
22271.73
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2nd Year
13
1713
22271.73
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3rd Year
13
1713
22271.73
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4th Year
13
1713
22271.73
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5th Year
13
1713
22271.73
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Maintenance of 200 m stones and km stones by way of refixing of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200mtr. and KM. stone and 5 km stone as per clause 1912 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
4.07
867
3531.09
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2nd Year
4.07
867
3531.09
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3rd Year
4.07
867
3531.09
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4th Year
4.07
867
3531.09
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5th Year
4.07
867
3531.09
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Cutting of branches of trees from Roadway or with a R.O.W. including disposal of wood and leaves to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
41
176
7220.51
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2nd Year
55
176
9686.05
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3rd Year
68
176
11975.48
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4th Year
82
176
14441.02
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5th Year
96
176
16906.56
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Cutting of shrubs from roadway or with in R.O.W. and disposal of shrubs to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
-
-
-
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1st Year
163
10
1788.11
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2nd Year
217
10
2380.49
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3rd Year
272
10
2983.84
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4th Year
326
10
3576.22
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5th Year
380
10
4168.6
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Trimming of grass and weeds from shoulder ,berms and disposing off the same to suitable location as per clause 1914 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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1st Year
54.95
3
201.12
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2nd Year
73.08
3
267.47
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3rd Year
91.77
3
335.88
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4th Year
109.9
3
402.23
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5th Year
128.03
3
468.59
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