Rural Development Department Tender
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Technical
Technical
Financial
Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is 'B' Class for individual registered contractors belonging to Schedule Caste and Schedule Tribe, but for others, it is the class mentioned in Col-5 of the Annexure in NIT, which is not explicitly stated. However, considering the specific mention of 'B' Class, it can be inferred that 'B' Class is one of the eligible classes.
Bid Capacity
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The bid capacity required in the given tender can be 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 (for work completion period less than one year, the value may be taken as one year) Additionally, to qualify, the bidder must secure 80% marks in aggregate, with specific equipment and their corresponding marks. The formula to calculate the qualification is: (Total marks obtained by the bidder) / (Total marks) * 100 >= 80 The Earnest Money Deposit (EMD) is stated to be 1% of the estimated cost put to tender, and the Additional Performance Security (APS) has specific conditions based on the difference between the estimated cost and the bid amount. Therefore, the bid capacity required can be calculated using these formulas.
Technical Capacity
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The bidder is required to provide information on their prior work experience, specifically the value of civil engineering works executed during the last 5 years. The bidder must certify that the maximum updated value of civil engineering works executed during one of the last 5 years, considering the escalation factor, is provided. The value of civil engineering works executed in the last 5 years is as follows: - Rs. 1.61 lakhs for FY 2019-20
- Rs. 1.46 lakhs for FY 2020-21
- Rs. 1.33 lakhs for FY 2021-22
- Rs. 1.21 lakhs for FY 2022-23
- Rs. 1.10 lakhs for FY 2023-24 The bidder should have prior work experience with a minimum value of works executed in any one year, which will be updated to the current price level with a 10% per year escalation factor. The bidder's experience in similar works is required, but the percentage of similar works completed is not explicitly mentioned. However, the bidder is required to submit a list of projects executed that are similar in nature to the work being tendered. 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, N is the number of years prescribed for completion of the works, and B is the value of existing commitments and ongoing works. No specific percentage of similar works completed is mentioned, but the bidder is required to submit a list of similar projects executed. The value of the works executed in the last five years will be taken into account, with an escalation factor of 10 percent per year.
Costs
EMD
₹ 9,05,157Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Impvt To Kantipur To Naranpur Road In The Dist Of Jajpur Under Mmsy Impvt To Existing Rd Roads For The Year 2024-25.
Description
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Contact
Tender Id
2025_CERWI_110365_7Tender No
Tender Online RCK-04/25Tender 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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Dismantling of existing structures like culverts, bridges, retaining walls and other sturcture comprising of masonry, cement concrete wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable materials and stacking the serviceable materials with all lifts and lead of 1000m as per Technical Specification Clause 202
-
-
-
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Removing Pipe
30
383
11514.9
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Cement Mortar
113.12
840
95020.8
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Reinforce Cement Concrete
6.6
1574
10394.93
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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 .
2422.51
50
121949.15
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Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site by mechanical means within a lead of 5kms, spreading, grading to required slope and compacting to meet requirement of table 300-2 & Clause 305 of MOSRT&H specifications for Road & Bridges work (4th Revision).
23837.29
246
5871839.65
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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 etc. complete as per the direction of the Engineer-in-Charge.
5727.96
61
353644.25
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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 etc. complete as per the direction of the Engineer-in-Charge.
14688
28
420811.2
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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 .
3186.53
2682
8548950.15
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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.
5308.68
3072
16312087.21
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Providing & applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per clause 502 of MOSRT&H Specifications for Road & Bridges work (4th Revision) and as per direction of Engineer-in charge.
30638.4
37
1158744.29
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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 MoSRT&H Specifications for Road & Bridge works (4th Revision). and as per direction of Engineer-in charge.
30638.4
13
423116.3
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Providin & laying Bituminous Macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder of 60/70 penetration grade of bitumen, transported to site, laid over previously prepared surface with hydrostatic paver finisher with sensore control to the required grade, level & alingment & roling with smooth wheeled,vibratory & tandem rollers to achieve the desire compaction as per clause 504 of MoSRT&H Specifications for road and bridge works (4th Revision)
1531.92
8290
12701026.17
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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.
773.44
10429
8066522.87
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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 M-30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, 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, expansion and construction joints, applying sealant, admixtures as approved, curing of concrete slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification as per direction of the Engineer-in-Charge.
1597.3
7549
12059311.51
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Cross Drainage work
-
-
-
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Earth work in excavation for foundtion of structures upto 3 m depth as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material dressing of sides and bottom and backfilling in trenches excavated suitable material. and as per direction of the Engineer-in-charge.
1698.81
270
460190.64
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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.
768.4
1138
874569.83
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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 work in head wall and parapets as per Clause 1106 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the worketc complete and as per direction of Engineer-in-Charge.
-
-
-
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1000 mm Dia. Hume Pipe
50
6225
311269
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Plain cement concrete M-15 in Foundation complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
1064.22
6214
6613563.26
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Plain cement concrete M-15 in Sub structure complete as per Clauses 802, 804, 805, 806, 807, 1202 and 1204 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per the direction of the Engineer-in-Charge.
1334.3
6356
8481491.29
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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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In Foundation
20.25
7515
152196.57
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In Sub Structure
20.59
9485
195299.86
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In Super Structure
20.25
10362
209836.37
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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. (Up to Bed - Abutment & Pier Shaft)
18.71
7623
142629.14
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Providing & laying cement concrete wearing course M 30 grade including reinforcement etc. complete as per drawing & MORD Technical Specification clause 800, 1000 & 1206 and as per direction of the Engineer-in-Charge .
3.38
7534
25465.02
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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 direction of Engineer in charge.
12
2304
27648.12
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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.
78.19
8776
686270.5
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Providing Weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall etc.all complete as per Clauses 614, 709, 1204.3.7 of MORD specification for Rural roads and as per direction of Engineer-in- charge.
695.5
111
77436.97
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Providing & laying of fiter media with Hand Broken aggregates of 45mm size satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behiend abutment, wing wall & return wall to the full height compacted to a firm condition complete as per direction of Engineer - in - charge.
38.23
3126
119511.19
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Rough stone dry packing/ Boulder Pitching /Boulder in approns and revtments with hard stone (15cm to 30 cm) including cost of all materials etc complete.
64.56
2652
171264.12
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Road Furniture
-
-
-
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Supplying, fitting, fixing of MMSY information 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.
2
10782
21564.96
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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 1701.2.2 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work as per direction of the Engineer-in-Charge.
-
-
-
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i) 600mm equilateral triangle
22
2139
47063.72
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ii) 600mm Circular
15
2214
33224.1
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Supplying and installing of reinforced cement concrete M 15 grade Kilometer stone/ local stone of standard design as per IRC : 8 fixing in position including painting, and printing etc. as per clause 1703 of MORD specification for Rural roads and as per direction of Engineer-in-charge.
-
-
-
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5th Kilometer stone (Precast)
1
4386
4386.04
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Ordinary kilometer stone(Precast)
7
2683
18785.2
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200 m Stone(Precast)
29
736
21363.72
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Reinforced cement concrete M-15 grade Guard stone / local stone of standard design as per IRC-25 fixed position including finishing as per clause 1704 of MORD. and as per direction of the Engineer-in-charge.
111
938
104203.47
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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.
1267.52
280
356109.74
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Providing and fixing of typical Citizens information board as per MORD specifications and drawing. Three MS Plates of 50 X 5 cm thick, back plate duly welded with 75mm dia steel tubes back on edges as per drawings. The lower & upper plate will be welded with MS flat iron frame of 50mm x 5mm. The steel tubes duly embeded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm below ground level. 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 Clause 1701 and Annexure 1700.1 of MORD Specification for Rural roads including ,conveyance, royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in-charge.
2
10609
21218.34
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Maintenance
-
-
-
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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
750.6
408
306920.34
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2nd Year
900.72
408
368304.41
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3rd Year
1050.84
408
429688.48
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4th Year
1200.96
408
491072.54
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5th Year
1351.08
408
552456.61
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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
1501.2
45
68229.54
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2nd Year
1801.44
45
81875.45
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3rd Year
2101.68
45
95521.36
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4th Year
2401.92
45
109167.26
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5th Year
2702.16
45
122813.17
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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
1364.42
20
28420.87
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2nd Year
1637.3
20
34104.96
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3rd Year
1910.19
20
39789.26
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4th Year
2183.07
20
45473.35
... More
5th Year
2455.96
20
51157.65
... More
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
281.89
337
95244.99
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2nd Year
563.78
337
190489.99
... More
3rd Year
845.67
337
285734.98
... More
4th Year
1127.56
337
380979.97
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5th Year
1409.45
337
476224.97
... 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
5
1713
8566.05
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2nd Year
5
1713
8566.05
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3rd Year
5
1713
8566.05
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4th Year
5
1713
8566.05
... More
5th Year
5
1713
8566.05
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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
5.56
873
4859.22
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2nd Year
5.56
873
4859.22
... More
3rd Year
5.56
873
4859.22
... More
4th Year
5.56
873
4859.22
... More
5th Year
5.56
873
4859.22
... More
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.
-
-
-
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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
211
10
2314.67
... More
2nd Year
211
10
2314.67
... More
3rd Year
211
10
2314.67
... More
4th Year
211
10
2314.67
... More
5th Year
211
10
2314.67
... 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
834
3
3052.44
... More
2nd Year
1000.8
3
3662.93
... More
3rd Year
1167.6
3
4273.42
... More
4th Year
1334.4
3
4883.9
... More
5th Year
1501.2
3
5494.39
... 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
275
33
9124.5
... More
2nd Year
275
33
9124.5
... More
3rd Year
275
33
9124.5
... More
4th Year
275
33
9124.5
... More
5th Year
275
33
9124.5
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