Rural Development Department Tender
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Technical
Technical
Financial
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. To qualify for a package of contracts, the bidder must demonstrate having bid capacity sufficient to meet the aggregate of the qualifying criteria for the individual contracts. In case of a Joint Venture, the available bid capacity will be applied for each partner to the extent of his proposed participation in the execution of the works. The information on Existing Commitments and work in hand as on the date of this bid is to be furnished as per the format in Schedule –G. The bidder should ensure that they have the required bid capacity to participate in the tender. The bid capacity required in the given tender includes: 1. Hydraulic excavator: 1.00 cum bucket
2. Vibratory Roller: 8-10 Ton capacity
3. Concrete Mixer with batch mix arrangement: 15-20 cum
4. Hot mix plant: 60-90 TPH
5. Generator: 33 KVA capacity
6. Front end loader: 1 No (5 marks)
7. Power Road roller: 8-10 Ton capacity (10 marks)
8. Concrete Mixer: 2 Nos (10 marks)
9. Water Tanker: 5 Kilo capacity and above (10 marks)
10. Needle and plate vibratory: 2 Nos (10 marks)
11. Tipper: 10 ton capacity (10 marks)
12. Concrete joint Cutting Machine: 1 No (10 marks)
13. Generator: 33 KVA and above (5 marks) The bidder must secure 80% marks in aggregate to qualify, with a total of 100 marks available.
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 in the last 5 years. Although the exact amount is not specified, the bidder should have a certain amount of experience in executing civil engineering works. The value of civil engineering works executed by the bidder during the last 5 years is provided, with the highest value being Rs. 1.61 lakhs in FY 2019-20. 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 intending tenderer(s) should have the total financial turn over in respect of Civil Engineering works of an amount 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). To qualify, the bidder must secure 80% marks in aggregate. The assessed available bid capacity is calculated as (A*N*2-B), where A is the maximum value of works executed in any one year during the last five years, updated to the current price level. No specific percentage of similar works completed is mentioned except for the 75% of the estimated cost put to tender. The bidder must demonstrate having bid capacity sufficient to meet the aggregate of the qualifying criteria for individual contracts.
Costs
EMD
₹ 4,26,434Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Pondula Chhaka To Khandulai High School Via Malda, Khanbag, Patuli Railway Gate To Barda Rd 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_1Tender 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).
603.52
50
30381.2
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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.
16489.05
28
472411.28
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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.
4347.29
2235
9716714.82
... More
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.
2697.48
2736
7381330.32
... More
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.
17258.4
37
650986.85
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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.
17258.4
13
237648.17
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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.
431.46
10174
4390101.19
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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.
260.95
7051
1840182.87
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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.
862.17
270
233553.23
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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.
157.81
862
136033.8
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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
15
2827
42418.5
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1000 mm dia Single row
67.5
6387
431129.93
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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.
142.36
8761
1247316.6
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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
364.45
5729
2087966.85
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Sub-Structure
563.37
5871
3307618.51
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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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Foundation
37.94
7008
265921.08
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Substructure
32.74
8978
293948.89
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Superstructure
71.73
9855
706927.12
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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications Clauses 800, 900 and 1208.3
14.88
2257
33593.09
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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.
6.33
7026
44478.19
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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.
76.6
2706
207307.94
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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.
87.56
2303
201650.68
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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.
210
110
23278.5
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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
6
2331
13987.02
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200 mm Stone (Precast)
20
688
13778.4
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Guide Post (M-20)
102
797
81388.86
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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
11718
23436.12
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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
15
2113
31709.4
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600mm Circular
15
1965
29477.4
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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
13.23
390
5164.33
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2nd Year
17.6
390
6870.16
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3rd Year
22.09
390
8622.83
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4th Year
26.46
390
10328.66
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5th Year
30.83
390
12034.49
... More
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
44.1
48
2129.15
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2nd Year
58.65
48
2831.62
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3rd Year
73.65
48
3555.82
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4th Year
88.2
48
4258.3
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5th Year
102.75
48
4960.77
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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
33.08
18
607.02
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2nd Year
44
18
807.4
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3rd Year
55.24
18
1013.65
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4th Year
66.16
18
1214.04
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5th Year
77.08
18
1414.42
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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
619.24
323
200064.06
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2nd Year
849.6
323
274488.77
... More
3rd Year
1089.86
323
352111.97
... More
4th Year
1314.65
323
424737.12
... More
5th Year
1548.1
323
500160.15
... More
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.
-
-
-
... More
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
... More
4th Year
13
1713
22271.73
... More
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
4.9
867
4251.19
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2nd Year
4.9
867
4251.19
... More
3rd Year
4.9
867
4251.19
... More
4th Year
4.9
867
4251.19
... More
5th Year
4.9
867
4251.19
... More
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.
-
-
-
... More
1st Year
49
176
8629.39
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2nd Year
65
176
11447.15
... More
3rd Year
82
176
14441.02
... More
4th Year
98
176
17258.78
... More
5th Year
114
176
20076.54
... More
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.
-
-
-
... More
1st Year
196
10
2150.12
... More
2nd Year
261
10
2863.17
... More
3rd Year
327
10
3587.19
... More
4th Year
392
10
4300.24
... More
5th Year
457
10
5013.29
... More
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.
-
-
-
... More
1st Year
66.15
3
242.11
... More
2nd Year
87.98
3
322.01
... More
3rd Year
110.47
3
404.32
... More
4th Year
132.3
3
484.22
... More
5th Year
154.13
3
564.12
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