Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date3 Jan 2025
Closing Soon13 Jan 2025
Tender Amount₹ 3,51,40,786 
Notes
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Costs

Description

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BOQ Items

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labour for laying Sub Base in layers not exceeding 225 mm watering & compacting to the required density in O.M.C with vibratory Roller including cost, conveyance, royality of all materials etc complete as per direction of Engineer-in-charge

4324.83

830

3591295.58

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Supplying & filling moorum of approved quality including watering to complete saturation & ramming with all leads & lifts including cost, conveynance,royality& taxes of all materials & cost of all labour & T&P required for the work etc. complete as per specification & direction of EIC.

1315.5

528

695846.88

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Providing, laying, spreading and compacting graded stone aggregates to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant, carriag of mixed material by Tiper to site, laying in uniform layers with paver in sub base/base course on wel prepared surface and compacting with vibratory roller to achieve the desired density as per Clause 406 of MoSRT&H specification for Road and Bridge works (4th Revision)

2688.86

2259

6074134.74

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Providing and applying primer coat with bitumen emulsion (SS) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg/sqm using mechanical means as per Technical Specification Clause 502 & as per direction of EIC

16772.63

36

607504.66

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Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503 & as per direction of EIC

16772.63

13

220895.54

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Providing and laying semi dense bituminous concrete 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 wheelede, vibratory and tandem rollers to achieve the desired compaction as per Clause 508 of MoSRT&H Specifications for Road & Bridge works (4th Revision) AR-175/47

419.31

9322

3909122.3

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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 & 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 & 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 & plate vibrators and finished in continuous operation including provision of contraction, expansion & construction joints sealant as approved, curing of concrete slabs for 14-days, curing compound (where specified) & water finishing to lines & grade as per drawing & Technical Specification as per direction of the E.I.C.

415.13

6699

2781092.86

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Fine dressing and turfing to the slope of the road embankment with compaction dub grass transported by mechanical means as per the directed by the E.I.C.

10500

28

300405

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Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

1316.52

270

356632.1

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Providing & filling good clean river sand of approved quality including watering to complete saturation & ramming complete including cost conveyance, royalty, Cess & taxes of all materials & cost of all labour & T&P required for the work etc complete as per specification & direction of Engineer-in Charge.

229.16

780

178900.63

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Plain cement concrete in Foundation, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

463.8

5354

2483185.2

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Plain cement concrete in sub structure, Nominal mix (1:2.5:5) complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

785.15

5496

4315215.81

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Providing and laying reinforced cement concrete in Foundation as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25)

16.8

6648

111700.51

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Providing and laying reinforced cement concrete in sub-structure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25)

15.34

8528

130820.9

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Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (M-25)

75.38

9366

706051.29

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Providing Concrete for reinforced cement concrete of M25 for Railing complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge

30.8

2272

69989.61

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providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C

24

946

22706.64

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Plain Cement Concrete M20 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD

43.94

5949

261433.33

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Plain Cement Concrete M20 nominal mix) in levelling course below Sub-Structure of Head walls as per drawings & Technical Specification Clause 802,803,1109,1202,1203 of MoRD

55

6091

335050.1

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Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

2.81

6666

18734.07

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Providing and laying reinforced cement concrete pipe NP3 for culverts on cement concrete bedding 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. and as per the direction of the Engineer in charge

-

-

-

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1000 mm dia HPC (Single row)

75

6568

492622.5

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Supplying, fitting and placing HYSD bar reinforcement (Fe-415) in Superstructure complete as per drawings and technical specifications Clauses 1002,1005,1010 and 1202of MORD and asper direction of Engineer-in charge

12.07

88493

1068120.77

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 and as per the direction of the Engineer-in-charge.

34.2

2291

78374.43

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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

314.65

111

35045.72

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ROAD APPURTENANCES 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 and as per direction of EIC

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-

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i.) 600mm equilateral triangle

45

2035

91582.65

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iv) 800mm x600mm rectangular ( For Place Indentification)

2

2189

4379.26

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Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 and as per direction of EIC

4

3184

12737.04

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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 as per Clause 1701.2.2 of MoRD and as per direction of Engineer-In-charge

2

11654

23309.12

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Providing and fixing of typical CITIZEN INFORMATION BOARD with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. 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 drawing Clause 1701 and Annexure 1700.1 and as per direction of EIC

3

17816

53449.02

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Providing and erecting direction and place identification retro-reflectorised sign as per IRC-67-2012 made of Class-B retro-reflective sheeting of high intensity and high intensity prismatic grade sheeting as per ASTM D 4956-09 Type-III and IV strictly conforming to Clause 6.7 of IRC 67-2012 and vide clause 801.3, fixed over aluminium sheeting, 2.00 mm thick as per Clause 6.5.2 of IRC : 67-2012 or 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 supported on mild steel angle post 75mm x 75mm x 6mm, 2 nos and 3 nos horizontal and 1 no vertical extra supporting member of M.S.angle of size 50mm x 50mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 45 cm x 45 cm x75 cm, 60 cm belowground level as per approved drawing including cost, conveyance, royality, taxes of all materials, labour, T & P, excavation, curing etc. complete, under supervision of Engineer-in-Charge.(1800mmx1200mm Rectangle)

1

28040

28040.9

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Supplying and installing of measurement stones including painting, lettering in accordance with the specifications and as approved by the engineer.

-

-

-

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Fixing of 5th. Km. Stone

3

4012

12038.64

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Fixing of Km. Stone

5

2390

11954.9

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Fixing or 200m Stone

20

705

14113

... More
providing and fixing Guard post with 150 mm dia R.C.C made with R.C C of M15 including cost, conveyance etc complete as per direction of E.i.C

225

946

212874.75

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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 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 technical specification Clause 1902

-

-

-

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1st Year

197.33

545

107596.16

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2nd Year

157.86

545

86074.74

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3rd Year

197.33

545

107596.16

... More
4th Year

157.86

545

86074.74

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5th Year

197.33

545

107596.16

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Making up loose 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 technical specification Clause 1903

-

-

-

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1st Year

394.65

44

17747.41

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2nd Year

513.05

44

23071.86

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3rd Year

552.51

44

24846.37

... More
4th Year

572.24

44

25733.63

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5th Year

591.98

44

26621.34

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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

920.85

20

19181.31

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2nd Year

1105.02

20

23017.57

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3rd Year

852.44

20

17756.33

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4th Year

1058.98

20

22058.55

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5th Year

1289.19

20

26853.83

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Maintenance of BT road including filling up 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 B specification Clause 1904.2 ,1906

-

-

-

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1st Year

272.84

310

84749.56

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2nd Year

327.4

310

101696.99

... More
3rd Year

341.05

310

105936.95

... More
4th Year

354.69

310

110173.81

... More
5th Year

368.33

310

114410.66

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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

-

-

-

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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

... More
4th Year

15

1713

25698.15

... More
5th Year

15

1713

25698.15

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Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as per drawings and technical specification Clause 1910

-

-

-

... More
1st Year

5

1538

7691.6

... More
2nd Year

5

1538

7691.6

... More
3rd Year

5

1538

7691.6

... More
4th Year

5

1538

7691.6

... More
5th Year

5

1538

7691.6

... More
Maintenance of 200 metre km stone 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

-

-

-

... More
1st Year

5

893

4467.6

... More
2nd Year

5

893

4467.6

... More
3rd Year

5

893

4467.6

... More
4th Year

5

893

4467.6

... More
5th Year

5

893

4467.6

... More
Cutting of branches of trees and shrubs 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

-

-

-

... More
1st Year

35

176

6163.85

... More
2nd Year

31

176

5459.41

... More
3rd Year

23

176

4050.53

... More
4th Year

23

176

4050.53

... More
5th Year

24

176

4226.64

... More
Cutting of shrubs from the road way or with in R.O.W and disposal of shrubs to suitable locations as per technical specifications Clause 1914

-

-

-

... More
1st Year

132

10

1448.04

... More
2nd Year

126

10

1382.22

... More
3rd Year

80

10

877.6

... More
4th Year

85

10

932.45

... More
5th Year

70

10

767.9

... More
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914

-

-

-

... More
1st Year

657.75

3

2407.37

... More
2nd Year

526.2

3

1925.89

... More
3rd Year

657.75

3

2407.37

... More
4th Year

657.75

3

2407.37

... More
5th Year

789.3

3

2888.84

... More
White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

-

-

-

... More
1st Year

180

32

5868

... More
2nd Year

180

32

5868

... More
3rd Year

180

32

5868

... More
4th Year

180

32

5868

... More
5th Year

180

32

5868

... More
Maintenance of RCC railing asper specification and direction of the Engineer in charge.

-

-

-

... More
1st Year

13.96

1725

24084.91

... More
2nd Year

13.96

1725

24084.91

... More
3rd Year

13.96

1725

24084.91

... More
4th Year

13.96

1725

24084.91

... More
5th Year

13.96

1725

24084.91



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