Rural Development Department Tender
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Technical
Technical
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is mentioned as belonging to one of the following classes: Super class, special class, or A class contractors. However, another source specifies that the required class is the one mentioned in Col-5 of the Annexure in NIT, without stating the specific class. Additionally, a concession for 10% price preference is allowed for Individual registered Contractors belonging to Schedule Caste and Schedule Tribe with a Registration Certificate up to 'B' Class. Given these varying specifications, the most directly stated class eligibility for general participation is Super class, special class, or A class, but there's also a mention of 'B' Class in the context of a specific concession.
Bid Capacity
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The bid capacity required in the given tender to bid involves both the physical capacity of the machinery and a scoring system for qualification. For machinery, specific capacities are required:
1. Hydraulic Excavator: 1.00 cum bucket capacity.
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. A scoring system is used for qualification, with points assigned as follows:
1. Hot Mix Plant (60-90 TPH & above): 10 points.
2. Front End Loader: 5 points.
3. Vibratory Roller/Tandem Roller: 10 points.
4. Power Road Roller (8 to 10 Ton capacity): 10 points.
5. Hydraulic Excavator: 10 points.
6. Concrete Mixer: 10 points (for 2 Nos).
7. Water Tanker (5 Kilo capacity and above): 10 points.
8. Needle and Plate Vibratory: 10 points (for 2 Nos).
9. Tipper (10 ton capacity): 10 points (for 2 Nos).
10. Concrete Joint Cutting Machine: 10 points.
11. Generator (33 KVA and above): 5 points. To qualify, a bidder must secure 80% marks in aggregate, with a total of 100 points possible. The formula for qualification can be inferred as:
Qualification = (Total Points Earned / Total Possible Points) * 100 ≥ 80% Additionally, the bid capacity can be calculated using the formula:
Bid capacity = (Total marks obtained by the bidder / Total marks) * 100 The bidder must secure at least 80% marks to qualify, thus:
Bid capacity >= 80 Other requirements include the Earnest Money Deposit (EMD) and Additional Performance Security, which are calculated as follows:
- EMD: 1% of the estimated cost put to tender.
- Additional Performance Security: - For a difference below 5%: 0 - For a difference from 5% to below 10%: 50% of (estimated cost - bid amount) - For a difference of 10% and above: 150% of (estimated cost - bid amount) The Assessed Available Bid Capacity 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 existing commitments and ongoing works
N = Number of years prescribed for completion of the works However, the specific values for A, B, and N are not provided, making it impossible to calculate a numerical value for the Assessed Available Bid Capacity without further information. Given the complexity and the multiple components of the bid capacity required, including both machinery specifications and a scoring system for qualification, along with financial requirements such as EMD and Additional Performance Security, the bid capacity is multifaceted and cannot be reduced to a single value or formula without additional context or specific numbers for variables like A, B, and N.
Technical Capacity
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The bidder is required to provide information on their prior work experience, specifically on the value of civil engineering works executed during the last 5 years. They must fill in a table with details including Financial Year, Value of Civil Engg. Works executed, Escalation Factor, and Updated Value of Civil Engg. Works executed. The bidder must also certify the maximum updated value of civil engineering works executed during one of the last 5 years, considering the escalation factor and value. However, specific values and percentages of similar works completed are not explicitly mentioned, except that the bidder should have performed a total value of civil engineering construction work in the last five years, with a certificate from a Chartered Accountant. The bidder should also provide a list of projects executed that are similar in nature to the work. The bidder must secure 80% marks in aggregate to qualify, but the information provided does not specify a particular amount or percentage of similar works that must be completed.
Costs
EMD
₹ 2,61,247Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Construction And Maintenance Of Nahaka-khaira Randb Road To Gopinathpur Via Pimpala Road Under Korei Block In The Dist. Of Jajpur Under Mmsy-trip For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_109878_5Bid 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).
455.16
50
22912.75
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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.
13189.67
28
377884.05
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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 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 & Bridges work (4th Revision) and direction of the Engineer in Charge .
1856.05
2302
4273480.88
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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.
1179.64
2779
3279139.68
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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.
6104.7
37
230513.47
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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.
6104.7
13
84183.81
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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.
152.62
10515
1604813.04
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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.
727.06
7146
5195970.64
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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.
650.23
270
176140.8
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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.
133.26
967
128891.74
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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
2867
64507.5
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1000 mm dia Single row
52.5
6452
338743.65
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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.
46.66
8761
408826.99
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PCC M-15 grade 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
280.69
5823
1634674
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Sub-Structure
532.23
5965
3175183.06
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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
47.18
9950
469444.77
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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.
4.28
7121
30478.99
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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.
62.62
2769
173425.46
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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.
27
2355
63601.2
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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.
237
111
26314.11
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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
4
2356
9424.4
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200 mm Stone (Precast)
11
693
7626.85
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Guide Post (M-20)
159
811
128950.59
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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
11741
23482.78
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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
8
2127
17016.08
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600mm Circular
8
1976
15814.56
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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
7.24
390
2826.13
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2nd Year
9.63
390
3759.07
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3rd Year
12.09
390
4719.33
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4th Year
14.48
390
5652.27
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5th Year
16.87
390
6585.2
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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
24.14
48
1165.48
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2nd Year
32.11
48
1550.27
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3rd Year
40.31
48
1946.17
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4th Year
48.28
48
2330.96
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5th Year
56.25
48
2715.75
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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
25.34
18
464.99
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2nd Year
33.7
18
618.4
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3rd Year
42.32
18
776.57
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4th Year
50.68
18
929.98
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5th Year
59.04
18
1083.38
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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
357.04
325
116105.84
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2nd Year
497.36
325
161736.5
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3rd Year
644.1
325
209454.88
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4th Year
789.06
325
256594.42
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5th Year
931.87
325
303034.81
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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
12
1713
20558.52
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2nd Year
12
1713
20558.52
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3rd Year
12
1713
20558.52
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4th Year
12
1713
20558.52
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5th Year
12
1713
20558.52
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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
2.68
867
2326.88
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2nd Year
2.68
867
2326.88
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3rd Year
2.68
867
2326.88
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4th Year
2.68
867
2326.88
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5th Year
2.68
867
2326.88
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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
27
176
4754.97
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2nd Year
36
176
6339.96
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3rd Year
45
176
7924.95
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4th Year
54
176
9509.94
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5th Year
63
176
11094.93
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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
107
10
1173.79
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2nd Year
142
10
1557.74
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3rd Year
179
10
1963.63
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4th Year
214
10
2347.58
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5th Year
249
10
2731.53
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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
36.21
3
132.53
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2nd Year
48.16
3
176.27
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3rd Year
60.47
3
221.32
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4th Year
72.42
3
265.06
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5th Year
84.37
3
308.79
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