Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date10 Feb 2025
Closing Soon24 Feb 2025
Tender Amount₹ 5,13,35,834 
Notes
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Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Super class, Special class, or A class.
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. The bidder must have completed similar works with a value that allows them to meet the assessed available bid capacity. The value of works executed in any one year should be updated to the current price level, considering a 10% rate of inflation per year. The bidder should have prior work experience in executing projects similar to the work being tendered, with a minimum annual turnover to be furnished in Schedule – H. The available bid capacity will be calculated based on the maximum value of works executed in any one year during the last five years. The bidder must also furnish information on existing commitments and ongoing works to be completed during the stipulated period. The bidder must secure 80% marks in aggregate to qualify, with marks assigned to different machineries. The bidder should have experience in road work, with specific requirements for different types of machinery. No specific percentage of similar works completed is mentioned, but the bidder should have sufficient experience and resources to complete the works within the given time frame and budget. The bidder's available bid capacity should be more than the total estimated cost of the works mentioned in the Contract Data. The bidder must provide a list of projects executed that are similar in nature to the work (Schedule-D) and a statement showing the value of existing commitments and ongoing works till the stipulated period of completion in Scheduled – G. Values of civil engineering works executed during the last 5 years are: - Year 2 (FY 2019-20): Rs. 1.61 lakhs - Year 3 (FY 2020-21): Rs. 1.46 lakhs - Year 4 (FY 2021-22): Rs. 1.33 lakhs - Year 5 (FY 2022-23): Rs. 1.21 lakhs - Year 5 (FY 2023-24): Rs. 1.10 lakhs No specific amount for similar works completed is mentioned.

Costs

Summary

Impvt To Rd Road Jugala Road In The Dist. Of Jajpur Under Mmsy Impvt To Existing Rd Roads For The Year 2024-25.

Description

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BOQ Items

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DO_NOT_SHOW

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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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-

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Removing Pipe

157.5

383

60453.23

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Cement Mortar

214.97

840

180574.8

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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).

923.72

50

46500.06

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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, spreading, grading to required slope and compacting to meet requirement of table 300-2 & clause 305 of MoRTH specifications for Road & Bridge works (4th revision) but excluding the charges of GST etc complete as per specification & direction of Engineer-in-Charge..

16690.24

246

4111306.82

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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

3194.66

61

197238.31

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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.

6507

28

186425.55

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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 .

2064.89

2575

5318743.66

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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.

3543.6

2975

10542493.49

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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.

20280.15

37

764967.26

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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.

20280.15

13

279460.47

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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)

1014.01

8210

8325610.23

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Providin & laying Semi Dense Bituminous Concret 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 site, laying with a 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 508 of MoSRT&H Specifications for road and bridge works (4th Revision) Page -175 item - 47

511.97

10354

5301039.77

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Rigid Pavement

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-

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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.

300.4

7385

2218526.1

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Cross Drainage work

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-

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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.

1161.54

270

314649.57

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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.

482.09

888

428250.19

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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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-

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1000 mm Dia. Hume Pipe

180

6314

1136692.8

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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.

296.81

6063

1799600.58

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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.

1014.66

6205

6296147.94

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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.

337.5

110

37435.5

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Road Furniture

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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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-

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Informatory Sign board with Logo

2

10738

21476.22

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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

12

2117

25404.96

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ii) 600mm Circular

12

2192

26313.12

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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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-

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Ordinary kilometer stone(Precast)

5

2636

13182.45

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200 m Stone(Precast)

16

728

11657.12

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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.

280

914

256186

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Road Safety Reflector (SoR 2022, Pg No 235)

774

282

218268

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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.

903.75

280

253908.56

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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

10540

21081.78

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Maintenance

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-

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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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-

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1st Year

488.03

408

199555.47

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2nd Year

585.64

408

239468.2

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3rd Year

683.24

408

279376.84

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4th Year

780.85

408

319289.57

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5th Year

878.45

408

359198.21

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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

976.05

45

44361.47

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2nd Year

1171.26

45

53233.77

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3rd Year

1366.47

45

62106.06

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4th Year

1561.68

45

70978.36

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5th Year

1756.89

45

79850.65

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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

976.05

20

20331.12

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2nd Year

1171.26

20

24397.35

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3rd Year

1366.47

20

28463.57

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4th Year

1561.68

20

32529.79

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5th Year

1756.89

20

36596.02

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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

68.67

335

23032.6

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2nd Year

137.34

335

46065.21

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3rd Year

206.01

335

69097.81

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4th Year

274.68

335

92130.42

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5th Year

343.35

335

115163.02

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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

15

1713

25698.15

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2nd Year

15

1713

25698.15

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3rd Year

15

1713

25698.15

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4th Year

15

1713

25698.15

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5th Year

15

1713

25698.15

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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

3.62

873

3159.37

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2nd Year

3.62

873

3159.37

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3rd Year

3.62

873

3159.37

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4th Year

3.62

873

3159.37

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5th Year

3.62

873

3159.37

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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

33

176

5811.63

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2nd Year

33

176

5811.63

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3rd Year

33

176

5811.63

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4th Year

33

176

5811.63

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5th Year

33

176

5811.63

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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.

-

-

-

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1st Year

137

10

1502.89

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2nd Year

137

10

1502.89

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3rd Year

137

10

1502.89

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4th Year

137

10

1502.89

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5th Year

137

10

1502.89

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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

-

-

-

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1st Year

542.25

3

1984.64

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2nd Year

650.7

3

2381.56

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3rd Year

759.15

3

2778.49

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4th Year

867.6

3

3175.42

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5th Year

976.05

3

3572.34

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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.

-

-

-

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1st Year

825

33

27373.5

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2nd Year

825

33

27373.5

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3rd Year

825

33

27373.5

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4th Year

825

33

27373.5

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5th Year

825

33

27373.5



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