Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date2 Jan 2024
Closing Date10 Jan 2024
Tender Amount₹ 4,40,68,584 
Notes
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Costs

Summary

Construction And Maintenance Of Bilikana To Baliapalli Via Satakudia Road Under Trip In The Dist Of Kendrapara.

Description

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BOQ Items

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Cement Mortar

37.94

24818

654.16

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Construction of embankment with approved materials deposited at site from road way cutting and excavation from drain & foundation of other strutures graded & compacted to meet the requirement of Tables 300.1 & 300.2 as per clause no.301of MORD specification for Rural roads and as per direction of Engineer-In-Charge.

756.87

37639

49.73

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Construction of embankment with approved material obtained from borrow pit with lift up to 1.5 m transporting to sites, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Clause 301.5 of MoRD specification for rural roads & as per direction of the Engineer-in-Charge.

29122.83

5814955

199.67

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Excavation for road work in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, inaccordance with requirements of lines, grades and cross sections, and transporting to the embankement location with a lift of up to 1.5m and lead up to 1000m as per techincal specification clause 302.3. As per MoRD.

342.72

20929

61.07

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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.

7121.76

205035

28.79

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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.

502.92

703665

1399.16

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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)(A/R-2006 page-160 item No-39).

2986.26

8494177

2844.42

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Providin, laying, spreading & compacting graded stone aggregate to to Wet Mix Macadam specification including pre mixing the 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/base course on well prepared surface & compacting with vibratory roller to acieve the desired density as per clause 406 of MoSRT & H specifications for road & bridge works. (Using Stone Screening Dust)

1845.09

6105716

3309.17

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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 & spraying primer @ 0.70kg/ 1.0 kg/sqm using mechanical means as per clause 502 of MORD Specification for Rural roads including cost,conveyance,royalty, taxes, labour and T&P required for the work and as per direction of Engineer-in charge.

12315.6

419099

34.03

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503 of MoRD & as per direction of Engineer-in-Charge.

12315.6

152836

12.41

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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

310.9

3063969

9855.16

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Construction of Shoulder with approaved materials like Moorum obtained from locality with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.2 with all lead and lifts as per Technical Specification clause 303.1

421.05

993909

2360.55

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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.

1028.2

7766724

7553.71

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Cross Drainage & Protection 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.

738.52

155798

210.96

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600 mm Dia. Hume Pipe

7.5

20916

2788.8

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1000 mm Dia. Hume Pipe

15

94829

6321.95

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P.C.C(1:3:6) using 40mm size H.G.metal well rammed with cost, Conveyance , royality,taxes of all material and labour,T & P etc.Complete.

11.75

75315

6409.8

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Plain cement concrete M-15 in Open 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.

198.82

1255578

6315.15

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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.

634.59

4075597

6422.41

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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

24.42

186374

7632.03

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In Sub Structure

45.74

423754

9264.41

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In Super Structure

21.32

213138

9997.12

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Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, tolerance of vertical railing post not to exceed 1 in 500, centre-to-centre spacing between vertical posts not to exceed 2000 mm as per drawing and technical specifications direction of Engineer in charge.

15.36

35721

2325.61

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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 .

4.32

32975

7633.19

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Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications

83.2

746916

8977.36

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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.

204.68

22193

108.43

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Providing and laying filter media with granular crushed aggregates 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, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MORD technical specification Clause 1204.3.8 and as per direction of the Engineer in charge

97.4

310126

3184.05

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Rough Stone Dry Packing in approns and Revetment with hard Granite Stones.

37.5

96330

2568.8

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Protection work

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-

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Road Furniture

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-

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Informatory Sign board with Logo

2

20081

10040.51

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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

15

30817

2054.53

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ii) 600mm Circular

10

21302

2130.22

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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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5th Kilometer stone (Precast)

1

4106

4106.96

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Ordinary kilometer stone(Precast)

4

10112

2528.24

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200 m Stone(Precast)

26

18040

693.88

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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.

70

62492

892.75

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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

31953

15976.73

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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

730.46

227808

311.87

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2nd Year

876.55

273369

311.87

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3rd Year

1022.64

318930

311.87

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4th Year

1168.74

364494

311.87

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5th Year

1314.83

410056

311.87

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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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-

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1st Year

853.65

31764

37.21

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2nd Year

1024.38

38117

37.21

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3rd Year

1195.11

44470

37.21

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4th Year

1365.84

50822

37.21

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5th Year

1536.57

57175

37.21

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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

548.57

8404

15.32

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2nd Year

658.28

10084

15.32

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3rd Year

768

11765

15.32

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4th Year

877.71

13446

15.32

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5th Year

987.43

15127

15.32

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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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-

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1st Year

19.25

5816

302.13

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2nd Year

38.5

11632

302.13

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3rd Year

57.75

17448

302.13

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4th Year

77

23264

302.13

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5th Year

96.25

29080

302.13

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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

5

7027

1405.42

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2nd Year

5

7027

1405.42

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3rd Year

5

7027

1405.42

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4th Year

5

7027

1405.42

... More
5th Year

5

7027

1405.42

... More
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

3.21

2385

743.61

... More
2nd Year

3.21

2385

743.61

... More
3rd Year

3.21

2385

743.61

... More
4th Year

3.21

2385

743.61

... More
5th Year

3.21

2385

743.61

... 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

29

4018

138.57

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2nd Year

29

4018

138.57

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3rd Year

29

4018

138.57

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4th Year

29

4018

138.57

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5th Year

29

4018

138.57

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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

122

1041

8.54

... More
2nd Year

122

1041

8.54

... More
3rd Year

122

1041

8.54

... More
4th Year

122

1041

8.54

... More
5th Year

122

1041

8.54

... 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

-

-

-

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1st Year

1058.64

3017

2.85

... More
2nd Year

1270.37

3620

2.85

... More
3rd Year

1479.3

4216

2.85

... More
4th Year

1693.82

4827

2.85

... More
5th Year

1905.55

5430

2.85

... 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.

-

-

-

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1st Year

440

12830

29.16

... More
2nd Year

440

12830

29.16

... More
3rd Year

440

12830

29.16

... More
4th Year

440

12830

29.16

... More
5th Year

440

12830

29.16



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