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)
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
N = Number of years prescribed for completion of the works for which the bids are invited
Technical Capacity
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The bidder is required to submit details of their prior work experience, including the value of civil engineering works executed during the last 5 years. The bidder should have completed similar works with a value of at least a certain amount, but the specific amount is not consistently mentioned. However, it is mentioned that the value of similar works completed should be at least Rs. 1.61 lakhs (for the year 2019-20), Rs. 1.46 lakhs (for the year 2020-21), Rs. 1.33 lakhs (for the year 2021-22), Rs. 1.21 lakhs (for the year 2022-23), and Rs. 1.10 lakhs (for the year 2023-24), with an escalation factor applied to each year. The bidder should also have a certain percentage of their previous works completed without any defects or issues, but the specific percentage is not mentioned. However, it is mentioned that 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. Additionally, the total financial turn over in respect of Civil Engineering works should be not less than the amount put to tender during any 3 (three) financial years taken together of the last preceding five financial years (excluding the current financial year). The bidder must secure 80% marks in aggregate to qualify.
Costs
EMD
₹ 4,87,355Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Talagadia Rainbow Club To Bhuinpur Via Malapada 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_6Bid Award Id
ViewTender No
Tender Online RCK-25/24Tender 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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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
407.96
74
30482.77
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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.
21927.92
28
628234.91
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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.
1310.18
2420
3171002.45
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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.
928.04
2855
2650231.67
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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.
3659.79
7160
26207280.42
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CD works
-
-
-
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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.
741.27
270
200802.63
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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.
326.72
796
260154.07
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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
22.5
2852
64177.42
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1000 mm dia Single row
22.5
6427
144626.18
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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.
9.6
8835
84823.97
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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
353.99
5836
2065995.38
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Sub-Structure
732.93
5978
4381704.74
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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
12
9965
119588.28
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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.
360
110
39866.4
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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 5th. Km. Stone
1
3967
3967.39
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Fixing of Km. Stone
6
2357
14143.14
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200 mm Stone (Precast)
22
694
15288.68
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Guide Post (M-20)
112
831
93124.64
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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
11797
23595.3
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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
17
2126
36154.75
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600mm Circular
17
1976
33602.03
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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
15.12
390
5902.09
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2nd Year
20.11
390
7849.94
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3rd Year
25.25
390
9856.34
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4th Year
30.24
390
11804.18
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5th Year
35.23
390
13752.03
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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
50.4
48
2433.31
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2nd Year
67.03
48
3236.21
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3rd Year
84.17
48
4063.73
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4th Year
100.8
48
4866.62
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5th Year
117.43
48
5669.52
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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
37.8
18
693.63
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2nd Year
50.27
18
922.45
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3rd Year
63.13
18
1158.44
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4th Year
75.6
18
1387.26
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5th Year
88.07
18
1616.08
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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
730.8
327
239658.55
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2nd Year
999.73
327
327851.46
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3rd Year
1256.98
327
412214.02
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4th Year
1516.41
327
497291.5
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5th Year
1783.15
327
584766.21
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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
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 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
5.6
867
4858.5
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2nd Year
5.6
867
4858.5
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3rd Year
5.6
867
4858.5
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4th Year
5.6
867
4858.5
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5th Year
5.6
867
4858.5
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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
56
176
9862.16
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2nd Year
74
176
13032.14
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3rd Year
94
176
16554.34
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4th Year
112
176
19724.32
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5th Year
130
176
22894.3
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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
224
10
2457.28
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2nd Year
298
10
3269.06
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3rd Year
374
10
4102.78
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4th Year
448
10
4914.56
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5th Year
522
10
5726.34
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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
75.6
3
276.7
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2nd Year
100.55
3
368.01
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3rd Year
126.25
3
462.08
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4th Year
151.2
3
553.39
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5th Year
176.15
3
644.71
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