Rural Development Department Tender

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The RDD has issued a formal invitation for competitive bids for the Rural Development Department project, for Construction Of 4 Lane Road Oerc Square To Left Parallel Road Via Kanyashram From Km 0.00 To 1.027 Km In The District Of Khordha Under State Plan For The Year 2024-25 in Bhubaneswar, Odisha, with an estimated contract value of Rs. 9,71,93,800. The bid opening date for this tender is 20-02-2025 and the last date for bid submission is 10-03-2025. Interested bidders for Rural Development Department tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.

Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date20 Feb 2025
Closing Date10 Mar 2025
Tender Amount₹ 9,71,93,800 
Notes
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Class Of Bidder
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Super class / special class / A class contractors are eligible to participate in the tender.
Bid Capacity
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The bid capacity required in the given tender to bid having value and formulas is found in the following sections: * Clause 10.(B) and 11 * The total value of only Civil Engineering construction work performed in the last five financial years with a certificate from a Chartered Accountant. * A statement showing the value of existing commitments and ongoing works as well as the stipulated period of completion, signed by a Superintending Engineer/Executive Engineer or equivalent. * For agencies without any Civil Engineering construction work in hand at the expected time of bidding, an affidavit is required for consideration of the Bid Capacity during Technical Evaluation. * Possession of Tools & Plants and machineries as per the requirement in Schedule-C, with a minimum of 80% marks to be obtained. * List of plants and equipments, including Major Hot Mix Plant, Wet Mix Plant, Paver Finisher, Vibratory Roller, Tandem Roller, Concrete Mixer, Truck / Tipper, Hydraulic Excavator, Water Tanker, Generator, Needle Vibrator, Plate Vibrator, and Centering Shuttering Materials. * Certificate by the Superintending Engineer / Executive Engineer under whom the machineries/equipments are deployed as per Annexure-III of Schedule-C. * Time Schedule for movement of equipments / machineries available with the tenderer from one site to work site as per Annexure-IV of Schedule-C. * Formulas for evaluating similar nature of works: - Three Similar nature of works costing together not less than the 90% cost of the project. - Two Similar nature of works costing together not less than the 80% cost of the project. - One Similar nature of work costing not less than the 50% cost of the project. * Formulas for price adjustment: - VM = 0.85 x Pm/ 100 x R x (M1-M0)/ M0 - VC = 0.85 x PC/100 x R x (C1-C0)/ C0 - Vs = 0.85 x Ps/100 x R x (S1-S0)/ S0 * Formula for Additional Performance Security: - Below 5%, No Additional Performance Security - From 5% and above and below 10%, 50% of (Difference between estimated cost put to tender and Bid Amount) - From 10% and above, 150% of (Difference between estimated cost put to tender and Bid Amount)
Technical Capacity
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The required prior work experience for the bidder includes: - Three similar nature of works costing together not less than 90% of the cost of the project - Two similar nature of works costing together not less than 80% of the cost of the project - One similar nature of work costing not less than 50% of the cost of the project The bidder should have completed a total value of civil engineering construction work in the last five financial years. The values and percentages mentioned are: - 90% of the project cost for three similar works - 80% of the project cost for two similar works - 50% of the project cost for one similar work - Rs.3.00 Crore for works costing more than this amount. Additionally, the bidder's work experience will be evaluated based on the total value of civil engineering construction work performed in the last five years. The bidder needs to provide details of similar projects executed and in progress, including contract price, items of work, and dates of starting and completion. The bidder also needs to provide information on existing commitments and ongoing works, including contract number, value of the contract, stipulated period of completion, and value of works remaining to be completed. The bidder is required to have prior work experience in construction of Road Works, with specific details to be furnished. The Criteria of Similar nature of work includes: - Three Similar nature of works costing together not less than 90% of the cost of the project - Two Similar nature of works costing together not less than 80% of the cost of the project - One Similar nature of work costing not less than 50% of the cost of the project The bidder should provide information on their experience, including name of the road, estimated cost, total length of road, major items of work, quantity of items, date of commencement, stipulated date of completion, and actual date of completion.

Costs

Description

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BOQ Items

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Providing Weep Holes as per approved Drawing & Technical Specifications and as per Section 2700 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

66.6

95

6356.97

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Providing and applying tack coat with bitumen using Pressure distributor @ 0.20kg/sqm on the prepared surface cleaned with mechanical brooms as per clause 503 of MOSRT & H Specifications for Road & Bridge works (4th.Revision)

20941.68

12

269938.26

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Providing laying and compacting graded stone agregate to Wet Mix Macadum specification including premixing the material with water at OMC in mechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layer with paver in sub-base and base course on well prepared surface and compacting with vibratory roller to achive desired density etc complete as per the direction of Engineer-in-charge .

6275

2669

16750296.75

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R.C.C. M-25 grade in Sub-structure of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2200 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

147.53

10601

1564062.9

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(a) 1800mmx1200mm size board.

4.32

12967

56018.48

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Metal spall backing in the rear side of abutments and wing walls

286.96

2404

690049.84

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Earth work in embankment with approved materials obtained from borrow pits with all leads and lifts transporting to site,spreading, grading to required slope and compacting at OMC by Vibratory Roller to meet the requirement of Table-300.2 as per Clause 305 of MoRT&H Specifications dfor Road & Bridge works(5th. Revision) complet including cost,conveyance,Royalities,Taxes of all materials,all labours,hire and running charges of all machineries,T&P ,sundries etc. complete as per spcification and direction of Engineer-in-Charge.

17556.98

203

3575830.12

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Providing & applying Primer Coat with Bitumen Emulsion on prepared Surface of Granular Base including clearing of road surface & applying primer at the rate of 0.60 Kg/Sqm using Mechanical means .( Output = 3500 Sqm)

20941.68

36

754319.31

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Construction of granular Sub-base by providing Granular sub-base Grading-VI material as per table 400-1 ,spreading in unifrom 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 & Bridge works(5th. Revision) .

3240.21

2532

8206609.48

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Providing and laying 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 with sensor control to the required grade, level and alignment, rolling with smooth wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 509 of MoSRT&H Specifications for Road & Bridge works (5th. Revision)

628.25

10612

6667296.84

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Rough stone Dry Packing in Approns and Revetment with hard granite stone 30cm and above size.

62.08

2509

155769.89

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Reinforced cement concrete M-15 Grade Kilometre stone of standard designs as per IRC-8-1980 ,Fixing in position including painting & printing etc complete

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-

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Scarifing the existing bituminous road surface to a depth of 50mm and disposal of scarified material with in all lifts and lead upto 1000meters

3430

6

20580

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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 etc. complete under the supervision of Engineer-in-charge.

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-

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Excavation for roadwork in soil with hydraulic excavator of 0.9cum 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 and as per MoRT&H Specifications etc complete

24036.55

74

1796011.02

892

9405

8389420.56

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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, uniform and free from streaks and holes.

686.33

278

191232.13

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P.C.C.M-15 Grade in foundation bed using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts as per approved Drawing & Technical Specifications and as per Section - 1700 & 2100 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

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-

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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 of table 300-2.

21293.3

35

762513.07

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(g) 60 cm x 45 cm

6

4999

29994.84

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R.C.C. M-25 grade in Foundation Raft of CD work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2100 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

170.52

6561

1118873.8

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Steel reinforcement works using HYSD as per approved Drawing & Technical Specifications and as per Section -1600 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

175.2

86823

15211405.37

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P.C.C.M-15 Grade in Substructure of CD work using 40mm to 10mm size crushed stone aggregates mixed by concrete mixer, laying in layers and compacting by vibrator & all leads and lifts including frame works etc as per approved Drawing & Technical Specifications and as per Section -1500, 1700, 2100 & 2200 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).(Cut-Off)

123.73

5523

683426.37

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Gravel backing to approns and revetments with good quality moorum/sand and moorum admixture satisfying Liquid limit below 25 and P.I.value within 6 as per approved drawing with cost,conveyance,royalty,taxes of all materials ,all labours, T&P sundries complete as per specification and direction of Engineer-in-Charge

22.63

1841

41667.26

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Construction of cement concrete Kerb with top and bottom width 115 and 165mm respectively 250mm high in M 20 grade P.C.C on M-10 grade foundation 150mm thick foundation having 50mm projection beyond Kerb stone Kerb stone laid with Kerb laying machine foundation concrete laid manual all complete as per clause 408 Sr. No.8.1 clause 408.

6513

162

1058753.28

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R.C.C. M-25 grade in Deck slab of C.D. Work as per approved Drawing & Technical Specifications and as per Section -1500, 1700 & 2300 of MoRT&H Specifications for Road & Bridge works (Latest Revision).

87.87

8274

727082.07

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Dismantling of Cement Concrete Grade M-15 & M-20 including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 mtr etc

455.7

638

290745.71

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Reinforced cement concrete M-20 nominal mix with crushed stone aggregates to 20mm nominal size mechanically mixed placed in foundation and compacted by vibration including curing for 14 daysas per Section No.1000 and 2100 of MORT&H specifcation and direction of the Engineer-in-charge.

-

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-

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Loosening , levelling and compacting original ground supporting embankment to facilate placement of first layer of embankment, scarified to a depth of 150 mm,mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density etc complete

4094.4

36

147439.34

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Painting two coats with enamel paints over a coat of primer in kerb of approved shade for finished item of work as per the direction of the Engineer-in-charge.

3939.39

82

325826.95

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(b) 90 cm equilateral triangle

10

5664

56643.2

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(e) 60 cm circular (Speed limit)

12

5105

61271.04

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(f) 90 cm octagon

6

8292

49752.54

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Reworking the scarified bituminous surface suitably after supplimenting the base materials with sand and compacting finished surface as per clause 501.8.3.2 of MORTH Specification for Road and Brifge works 5th revision.

3430

11

39513.6

802.8

7442

5974790.83

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(d) 90 cm x 45 cm rectangular

12

6107

73293

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R.C.C. M-30 grade in wearing coat including steel of C.D. work as per approved drawing & technical specifications and as per Section -1500, 1700 & 2700 of MoSRT&H Specifications for Road & Bridge works (Latest Revision).

17.02

13074

222523.56

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Providing and laying dense graded bituminous macadam with 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 with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Clause 507 of MoSRT&H Specifications for Road & Bridge works (5th. Revision) Unit = cum

1047.08

9778

10238767.07

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Providing sand filling in foundation trenches as per drawing and technical specificatiion including cost of all materials, labour, T&P etc. complete as per direction of the Engineer-in-charge.

628.97

509

320680.35

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Clearing and grubbing road land including uprooting trees rank vegetation, grass, bushes, shrubs, saplings and girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 metres etc.

24696

8

204235.92

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Drainage Spouts complete as per drawing and Technical specification.

6

1037

6225.3

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(c) 80 cm x 60 cm rectangular

10

6723

67236.4



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