Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jan 2025
Closing DateCancelled
Tender Amount₹ 2,51,86,024 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Concrete Items

51.53

840

43285.2

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Construction of embankment with approved materials deposited at site fromBorrow Pit 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).as per the Direction of Engineer in Charge .

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-

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With mechanical lead upto 1000m

5995.01

200

1204277.61

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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).as per the Direction of Engineer in Charge .

733

50

36899.22

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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 the Direction of Engineer in Charge.

269.25

61

16623.5

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Loosening, Levelling and Compacting Original ground Scarified to a depth of 150mm thick.

188.48

35

6696.69

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Fine dressing and turfing with one extra lead of 50m and 1.5m one extra lift as per Sepification and direction of Engineer-in-charge.

3574.77

28

102488.66

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Construction of granular sub-base by providing Close graded Granular subbase Grading-III material as per table 400-1, 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 & Bridge works (4th Revision)

355.26

2292

814518.81

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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.(4th Revision)

481.25

2702

1300351.94

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Providing and applying Primer Coat with bitumen emulsion on prepared surface pf granular base including clearing of road surface & spraying primer at the rate of 0.60kg/sqm using mechanical means including all cost, carriage, royality, taxes of materials etc.

2013.99

38

78465.05

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Providing and applying Tack Coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20kg/sqm including all cost, carriage, royality, taxes of materials etc.

2013.99

14

28578.52

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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) as per the Direction of Engineer in Charge .

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-

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BM Grding -II

123.41

8573

1058079.08

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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) as per the Direction of Engineer in Charge .

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-

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SDBC Grading -II

50.35

10392

523259.35

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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.

372.49

733

273303.36

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P.C.C.M-15 Grade 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) and as per direction of Engineer-in-charge.

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-

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Foundation

482.03

5384

2595389.31

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Substructure

752.9

5526

4160773.86

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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.

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-

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PCC M 30

1176.9

6632

7805954.02

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Supplying and Laying of Heavy duty factory made hydrualically pressed and mechanically compacted free cast interlocking approved brand pavers of 80mm thick coral shaped on preparation of sub base with 50mm sand and levelling laying of interlocking paver block with sand binding and final compaction with plate vibrator finishing the surface including cutting of blocks at the edges with all labour and materials etc. complete as per direction of Engineer-In-Charge

1487.5

627

934060.75

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Earth work in excavation of fondation in hard soil within the initial lead & lift including dressing & levelling the bed & depositiong the excavated earth away from the site etc. all complete as per the direction of Engineer in Charge.

2053.64

270

556310.54

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P.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying as per the Direction of Engineer in Charge

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-

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Foundation

11.5

5654

65025.14

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R.C.C. work of M-20 grade with 20mm and down grade black hard granite (crusherbroken) stone chips including hoisting and laying as per the Direction of Engineer in Charge

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-

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Substructure

52.9

6556

346842.02

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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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-

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Foundation

15.98

6489

103701.57

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Substructure

25.43

8458

215109.32

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Superstructure

15.98

9336

149189.92

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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 Clauses 800, 900 and 1208.3

14.2

2188

31077.27

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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

3.99

6503

25949.32

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

50.94

2279

116136.58

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

103.54

8769

907944.33

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Providing Weep Holes is Brick Masonry/Paln/Rainforced concrete abutment, wing wall / return wall with 100mm dia AC pipe, extending through the full width of the structure wirh slope of IV:2Htowards drawing force etc, complete.

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Weepholes

518.2

109

56934.63

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Providing and fixing of typical MMSY informatory sign 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 .

3

10417

31252.95

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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

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600mm equilateral triangle

13

2890

37577.15

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800 mm x 600 mm Rectangular

13

3645

47386.56

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600mm Circular

13

3731

48505.08

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Reinforced cement concrete M15 grade kilometer stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical specification.

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-

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Fixing of Orninary Km. Stone

3

2318

6956.76

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Fixing or 200m Stone

8

686

5494.96

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Guide Post

110

829

91210.9

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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 & as per the direction of Engineer-in-charge.

85.32

280

23970.65

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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

336.02

384

129243.37

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2nd year

453.63

384

174479.71

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3rd year

571.23

384

219712.19

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4th year

685.48

384

263656.17

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5th year

806.45

384

310184.86

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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

98.01

43

4240.89

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2nd year

142.11

43

6149.1

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3rd year

186.22

43

8057.74

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4th year

245.03

43

10602.45

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5th year

254.83

43

11026.49

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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

538.5

18

9881.48

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2nd year

592.35

18

10869.62

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3rd year

646.2

18

11857.77

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4th year

807.75

18

14822.21

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5th year

861.6

18

15810.36

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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

2.15

321

690.69

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2nd year

4.3

321

1381.38

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3rd year

6.45

321

2072.06

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4th year

8.6

321

2762.75

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5th year

10.75

321

3453.44

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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

1

1713

1713.21

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2nd year

1

1713

1713.21

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3rd year

1

1713

1713.21

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4th year

1

1713

1713.21

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5th year

1

1713

1713.21

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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

0.36

873

314.63

... More
2nd year

0.36

873

314.63

... More
3rd year

0.36

873

314.63

... More
4th year

0.36

873

314.63

... More
5th year

0.36

873

314.63

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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

3

176

528.33

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2nd year

4

176

704.44

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3rd year

2

176

352.22

... More
4th year

3

176

528.33

... More
5th year

5

176

880.55

... 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.

-

-

-

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1st year

14

10

153.58

... More
2nd year

15

10

164.55

... More
3rd year

16

10

175.52

... More
4th year

15

10

164.55

... More
5th year

17

10

186.49

... 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

123.86

3

453.33

... More
2nd year

148.63

3

543.99

... More
3rd year

173.4

3

634.64

... More
4th year

198.18

3

725.34

... More
5th year

222.95

3

816

... 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

18

33

597.24

... More
2nd year

18

33

597.24

... More
3rd year

18

33

597.24

... More
4th year

18

33

597.24

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5th year

18

33

597.24



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