Rural Development Department Tender

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Rural Development Department - RDD Tender

Opening Date2 Mar 2019
Closing Date16 Mar 2019
Tender Amount₹ 2,37,24,597 
This is an estimated amount, exact amount may vary.
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Summary

Tender for Construction And Maintenance of Road

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Road-(B)

787.33

17322

22

... More
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, 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 m as per Technical Specification Clause 202. Road-(B)-Plain cement concrete

1.2

385

322.46

... More
Road-(B)-Stone/brick masonry

34.65

8816

254.45

... More
Road-(B)-Hume pipes upto 600mm dia.

10

1769

176.92

... More
Compacting & watering upto OMC, rolling earth work with P.R.R in embankment in layers not exceeding 0.23 m by power road roller including hire & running charges of the roller( measurement to be taken on the finished compacted section of the fill under OMC condition) & as per direction of EIC. Road-(A)

2508.74

169856

67.71

... More
Road-(B)

204.24

13828

67.71

... More
Excavation in soil in Hilly area by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1 & as per direction of EIC. Road-(A)

1723.21

139502

80.96

... More
Cutting in disintegrated rock not requiring blasting to be removed by pickaxes& crow bars & depositing the materials within 50 mtr initial lead & 1.5 mtr initial lift including rough dressing as per direction & specification of the Department including stacking the usefull materials separately as ordered & as per direction of EIC. Road-(A)

530.22

187957

354.49

... More
Excavation in Hilly area in ordinary rock by mechanical means including cutting & trimming of side slopes & disposing of excavated earth with a lift upto 1.5 m & lead upto 20 mtr as per technical specification clause-1603.1 & as per direction of EIC Road-(A).

397.67

35804

90.04

... More
Construction of embankment with approved materials obtained from borrow pits transporting to site with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 and as per the direction of the Engineer-in-Charge. Road-(A)

12904.59

1700050

131.74

... More
Road-(B)

2082.29

274320

131.74

... More
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.with extra 50 mtr lead & 1.50 mtr extra lift Road-(A)

8328.24

148478

17.83

... More
Road-(B)

1913.15

34108

17.83

... More
Providing & Filling moorum on road berms including cost conveyance of all materials,royalty & all labour charges etc complete for finished item of work and as per the direction of the Engineer-in-Charge. Road-(A)

71.28

23270

326.46

... More
Road-(B)

68.47

22353

326.46

... More
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. Road-(A)

2916.05

1678654

575.66

... More
Road-(B)

793.45

454052

572.25

... More
Providing, laying, spreading and compacting stone aggregate of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, stone screening/ binding materials to fill-up the interstices of coarse aggregate, watering and compacting to required density as per Technical Specification Clause 405. and as per the direction of the Engineer-in-Charge. Road-(A)-WBM Grading II

1039.5

2077589

1998.64

... More
Road-(B)-WBM Grading II

316.65

629215

1987.1

... More
Road-(A)-WBM Grading III

946.69

1970447

2081.41

... More
Road-(B)-WBM Grading III

227.49

470873

2069.87

... More
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 Road-(A)

12622.5

257877

20.43

... More
Road-(B)

3033.23

61968

20.43

... More
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. Road-(A)

12622.5

104135

8.25

... More
Road-(B)

3033.23

25024

8.25

... More
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using VG-30 grade Penetration Grade Bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508 & as per direction of EIC. Road-(A)

12622.5

1869296

148.09

... More
Road-(B)

3033.23

448416

147.83

... More
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 with VG-30Grade Penetration Grade Bitumen & as per direction of EIC Road-(A)

12622.5

723232

57.3

... More
Road-(B)

3033.23

173635

57.24

... More
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. Road-(A)

245.03

1312452

5356.4

... More
Road-(B)

235.37

1257143

5341.08

... More
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 & as per direction of EIC. Road-(A)

785.53

145158

184.79

... More
Road-(B)

204.24

37741

184.79

... More
Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108 and 305.3.9 of MoRD & as per direction of EIC Road-(A)

145.61

96070

659.78

... More
Road-(B)

17.16

11169

650.9

... More
Gravel Backing to Revetments/ underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 & as per direction of EIC. Road-(A)

24

15311

637.96

... More
Road-(B)

8

5103

637.96

... More
Providing concrete for plain concrete of M-10 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 & as per direction of EIC. Road-(A)

61.75

264714

4286.87

... More
Road-(B)

16.68

71259

4272.17

... More
Providing concrete for plain concrete of M-15 in open foundations complete as per drawings and technical specification clause 802,803,1202,1203 & as per direction of EIC. Road-(A)-Foundation

32.4

134065

4137.82

... More
Road-(B)-Foundation

8.84

36452

4123.54

... More
Road-(A)-Sub Structure

509.95

2164796

4245.08

... More
Road-(B)-Sub Structure

160.98

681060

4230.8

... More
Providing RCC M-20 concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specification clause 802, 803,1202,1203 & as per direction of EIC. Road-(A)

63

286786

4552.17

... More
Road-(B)

14.4

65336

4537.28

... More
Providing Concrete for reinforced cement concrete of M25 in Superstructure complete as per drawing and technical specifications Clauses 802,803,1202 & 1203 of MORD and asper direction of Engineer-in charge. Road-(A)

30.48

209741

6881.28

... More
Providing and laying cement concrete wearing course M30 grade excluding reinforcement complete as per drawing and MORD technical specification Clause 800,1000 and 1200 & as per direction of EIC. Road-(A)

3.06

15230

4977.23

... More
Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing colar with cement mortar 1:2 but excluding excavation,protection works,backfilling, concrete and masonary work in head walls and parapets Clause 1106 & as per direction of EIC. Road-(A)-600 mm dia

7.5

18514

2468.56

... More
Road-(A)-1000 mm dia

52.5

298699

5689.51

... More
Road-(B)-1000 mm dia

30

170521

5684.04

... More
Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 & as per direction of EIC. Road-(A)

6.35

404752

63730.45

... More
Road-(B)

0.72

45891

63737.87

... More
Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighing less than 25 kg laid dry complete as per drawing and technical specifications Clause 1301 & as per direction of EIC. Road-(A)

114.06

156103

1368.63

... More
Road-(B)

33.94

46155

1359.74

... More
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 and technical specification Clauses 614, 709, 1204.3.7 and as per direction of EIC. Road-(A)

104

10814

103.99

... More
Road-(B)

27

2807

103.97

... More
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 technical specification Clause 1204.3.8 and as per direction of EIC.Road-(A)

35.9

59821

1666.55

... More
Providing and fixing of typical 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 Clause 1701 and Annexure 1700.1 and as per direction of EIC. Road-(A)

1

9177

9177.81

... More
Road-(B)

1

9174

9174.17

... More
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 Road-(A)-For 900 mm Equolateral Triangle

18

30957

1719.85

... More
Road-(B)-For 900 mm Equolateral Triangle

14

24052

1718.03

... More
Road-(A)-600mm dia circular ( Speed Limit)

2

3375

1687.91

... More
Road-(B)-600mm dia circular ( Speed Limit)

2

3372

1686.09

... More
Road-(A)-800mm x600mm rectangular ( For Place Indentification)

2

3563

1781.82

... More
Road-(B)-800mm x600mm rectangular ( For Place Indentification)

2

3560

1780

... More
Road-(A)-600x600 mm square( For Intersection)

4

6898

1724.62

... More
Road-(B)-600x600 mm square( For Intersection)

4

6891

1722.8

... More
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. Road-(A)

2

5406

2703.23

... More
Road-(B)

1

2700

2700.81

... More
Supplying and installing of measurement stones including painting, lettering in accordance with the specifications & as per direction of EIC. Road-(A)-Ordinary Kilometer stone (Precast)

5

9146

1829.32

... More
Road-(B)-Ordinary Kilometer stone (Precast)

2

3650

1825.44

... More
Road-(A)-200m stone (Precast)

15

9457

630.52

... More
Road-(B)-200m stone (Precast)

4

2519

629.84

... 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 Road-(A)

218

64984

298.09

... More
Road-(B)

136

40509

297.86

... More
Providing and fixing of typical OMBADC 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. Road-(A)

2

28698

14349.26

... More
Road-(B)

2

28680

14340.31

... More
FOR THREE YEAR MAINTAINENCE 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 drawings and technical specifications Clause 1902 & as per direction of E.I.C. Road-(A)-1st year

52.71

13845

262.68

... More
Road-(B)-1st year

7.39

1941

262.68

... More
Road-(A)-2nd year

63.25

16614

262.68

... More
Road-(B)-2nd year

8.87

2330

262.68

... More
Road-(A)-3rd year

88.55

23259

262.68

... More
Road-(B)-3rd year

12.42

3262

262.68

... More
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 technical specification Clause 1903 & as per direction of E.I.C. Road-(A)-1st year

592.96

19389

32.7

... More
Road-(B)-1st year

83.17

2719

32.7

... More
Road-(A)-2nd year

711.55

23267

32.7

... More
Road-(B)-2nd year

99.81

3263

32.7

... More
Road-(A)-3rd year

996.17

32574

32.7

... More
Road-(B)-3rd year

139.73

4569

32.7

... More
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 & as per direction of E.I.C. Road-(A)-1st year

889.44

11374

12.79

... More
Road-(B)-1st year

152.47

1949

12.79

... More
Road-(A)-2nd year

1067.33

13648

12.79

... More
Road-(B)-2nd year

182.97

2339

12.79

... More
Road-(A)-3rd year

1494.26

19108

12.79

... More
Road-(B)-3rd year

256.15

3275

12.79

... More
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 specification Clause 1904.2 & as per direction of E.I.C. Road-(A)-1st year

266.84

54878

205.66

... More
Road-(B)-1st year

149.71

30743

205.36

... More
Road-(A)-2nd year

320.21

65854

205.66

... More
Road-(B)-2nd year

179.65

36892

205.36

... More
Road-(A)-3rd year

448.29

92196

205.66

... More
Road-(B)-3rd year

251.51

51649

205.36

... More
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 & as per direction of E.I.C. Road-(A)-1st year

8

9570

1196.35

... More
Road-(B)-1st year

4

4785

1196.35

... More
Road-(A)-2nd year

8

9570

1196.35

... More
Road-(B)-2nd year

4

4785

1196.35

... More
Road-(A)-3rd year

8

9570

1196.35

... More
Road-(B)-3rd year

4

4785

1196.35

... More
Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and technical specification Clause 1910 & as per direction of E.I.C. Road-(A)-1st year

3.63

3974

1094.77

... More
Road-(B)-1st year

1.11

1215

1094.77

... More
Road-(A)-2nd year

3.63

3974

1094.77

... More
Road-(B)-2nd year

1.11

1215

1094.77

... More
Road-(A)-3rd year

3.63

3974

1094.77

... More
Road-(B)-3rd year

1.11

1215

1094.77

... More
Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings and technical specification Clause 1911 & as per direction of E.I.C. Road-(A)-1st year

6

8749

1458.19

... More
Road-(A)-2nd year

6

8749

1458.19

... More
Road-(A)-3rd year

6

8749

1458.19

... 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 & as per direction of E.I.C. Road-(A)-1st year

3.63

2003

551.97

... More
Road-(B)-1st year

1.11

612

551.97

... More
Road-(A)-2nd year

3.63

2003

551.97

... More
Road-(B)-2nd year

1.11

612

551.97

... More
Road-(A)-3rd year

3.63

2003

551.97

... More
Road-(B)-3rd year

1.11

612

551.97

... 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 & as per direction of E.I.C. Road-(A)-1st year

131

14734

112.48

... More
Road-(B)-1st year

12

1349

112.48

... More
Road-(A)-2nd year

40

4499

112.48

... More
Road-(B)-2nd year

3

337

112.48

... More
Road-(A)-3rd year

40

4499

112.48

... More
Road-(B)-3rd year

3

337

112.48

... 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 & as per direction of E.I.C. Road-(A)-1st year

237

1577

6.66

... More
Road-(B)-1st year

22

146

6.66

... More
Road-(A)-2nd year

237

1577

6.66

... More
Road-(B)-2nd year

22

146

6.66

... More
Road-(A)-3rd year

237

1577

6.66

... More
Road-(B)-3rd year

22

146

6.66

... More
Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914 & as per direction of E.I.C. Road-(A)-1st year

14824.01

33573

2.26

... More
Road-(B)-1st year

1386.11

3139

2.26

... More
Road-(A)-2nd year

17788.82

40288

2.26

... More
Road-(B)-2nd year

1663.34

3767

2.26

... More
Road-(A)-3rd year

20930.58

47403

2.26

... More
Road-(B)-3rd year

6400.26

14495

2.26

... 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 & as per direction of E.I.C. Road-(A)-1st year

98.74

2552

25.85

... More
Road-(B)-1st year

15.1

390

25.85

... More
Road-(A)-2nd year

98.74

2552

25.85

... More
Road-(B)-2nd year

15.1

390

25.85

... More
Road-(A)-3rd year

98.74

2552

25.85

... More
Road-(B)-3rd year

15.1

390

25.85



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