Rural Development Department Tender

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Rural Development Department - RDD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date12 Dec 2024
Closing Date23 Dec 2024
Tender Amount₹ 1,40,52,182 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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-

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Road-C

3672

8

30367.44

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Road-D

1147.2

8

9487.34

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Cleaning the existing black topped surface with removal of foreign materials with brooms or soft brushes and finally dusting with old gunny bags and/or compressed air to eceive bituminous material etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

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-

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Road-A

5625

5

30093.75

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Earth work in excavation of foundation in hard soil with all leads and lift including rough dressing breaking clods and leveling bed and depositing the excavated materials away from the working area etc. complete as directed Engineer-in-Charge.

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-

-

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Road-B

550.9

270

149238.81

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Road-C

20.58

270

5575.12

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Road-D

107.55

270

29135.3

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Supplying & filling good clean river sand of approved quality including watering to complete saturation & ramming complete with all leads & lifts including cost, conveyance, royalty 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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Road-B

144.08

1202

173227.38

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Road-C

3.09

1341

4145.85

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Road-D

71.7

1416

101527.2

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Cement concrete (1:3:6) in foundation & plinth with 4cm. size black hard granite crusher broken metal of approved quality from approved quarry including hoisting lowering & laying in layers not exceeding 150mm. thick with proper packing & ramming each layer of concrete by means of vibrator including curing, dewatering, shoring, shuttering if necessary at the time of laying concrete with cost, conveyance royality & taxes of all material required for the work including supplying & working pumps, T&P articles finishing the exposed surface smooth as per specific ation & direction of the Engineer-in Charge providing groove & beads where necessary complete in all respects.

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-

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Road-B

610.38

6372

3889768.63

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In Foundation

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-

-

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Road-C

3.09

6398

19771.37

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In Wall

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-

-

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Road-C

24.05

7812

187881.01

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Road-D

35.85

6482

232408.38

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming,requisite type of screening/ binding material to fill-up the interstices of coarse aggregate, watering and compacting to the required density including cost, conveyance, royalty of material, labour charges, T&P etc. complete as per Technical Specification Clause 404 of MoRTH specification for road & bridge works (4th revision) by manual means and as per direction of the Engineer-in-Charge.

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-

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Grade-III with stone screened dust

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-

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Road-B

2.02

3206

6477.53

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Road-C

30.56

3126

95536.67

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Labour for scraping, cleaning the road surface applying tack coat using 3.0 kg of bitumen for 10 sqm and laying 37.5mm thick built up spray grouting in one layer using 0.45 cum of 25mm to 40mm size crusher broken hard granite material and 12.00 Kg penetration grade of bitumen for 10 sqm with 0.12cum of 12mm size hard granite chips as key stone for 10sqm spreading over and laying including heating, pouring and spreading over and spreading bitumen metal and chips and rolling with PRR including hire and running charges of PRR and all other machinaries including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

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-

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Road-A

401

328

131844.79

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Road-B

46.25

353

16344.75

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Road-C

305.84

350

107258.09

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Providing the road surface in the both sides of berm manuallly with approved quality of moorum including all labour charges for spreading, laying, leveling for the work including cost, conveyance, royalty of all materials, labour charge, T&P etc. complete as per direction of Engineer-in-Charge.

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-

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Road-A

75

1529

114712.5

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Road-B

153.23

1561

239207.35

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Road-C

172.13

1400

241068.07

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Road-D

107.55

1529

164497.73

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Construction of embankment with approved material obtained from borrow pits with all lifts & leads, transporting to site by mechanical means, spreading, grading to required slope and compacting to meet requirement of Tables 300.2 & clause 305 of MoRT&H specification for Road & Bridge works as per direction of the Engineer-in-Charge.

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-

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Road-A

300

200

60264

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Road-B

1187.78

200

238625

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Road-C

618.25

200

124206.43

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Road-D

369.86

200

74304.87

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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 0.60 kg/sqm using mechanical means for low porosity surface including cost, conveyance, royalty of materials, labour charges, T&P etc, required for the work complete as per clause 502 of MoRT&H specification and direction of Engineer in Charge.

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-

-

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Road-A

392.5

45

17670.35

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Road-B

26.93

36

974.87

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Road-C

407.47

36

14791.16

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Providing and applying tack coat with Bitumen emulsion using emulsion distributor at the rate of 0.20 kg/sqm on the prepared bituminous surfaces cleaned with mechanical broom as per Clause 503 of MoSRT&H specifications including cost, conveyance, royalty of all materials, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

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-

-

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Road-A

5793.75

13

76477.5

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Road-B

2761.65

13

36453.78

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Road-C

5852.25

13

77249.7

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Providing, laying, spreading and compacting graded stone aggregates of specific sizes to wet mix macadam specification including premixing 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 and compacting with vibratory roller to achieve the desired density as per Technical Specification Clause 406 of MoSRT&H specification for road & bridge works (4th revision) including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

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-

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Road-A

112.5

3000

337561.88

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Providing and laying semi dense bituminous concrete with batch type hot mix plant using crushed aggregates of 10mm nominal size (Grading-II) 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) including cost, conveyance, royalty, labour charges, T&P etc. required for the work complete as per specification and direction of the Engineer-in-Charge.

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-

-

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Road-A

144.85

10536

1526185.95

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Road-B

69.04

9424

650639.86

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Road-C

146.31

9398

1375094.54

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Construction of Unreinforced 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 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, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork 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, primer, sealant, admixtures as approved, curing of concrete slabs for 14-days with curing compound and water, finishing to lines and grade as per drawing and Technical Specification Clause 1501 of MORD and asper direction of Engineer-in charge.

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-

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Road-B

180

7023

1264212

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Road-D

268.88

7152

1923110.42

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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, labour and T&P required for the work as per direction of the Engineer-in-Charge.

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i) 600mm equilateral triangle

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-

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Road-A

8

2097

16776.48

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Road-B

4

1679

6717.72

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Road-C

3

1681

5044.53

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Road-D

3

1689

5067.18

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ii) 600mm Circular

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-

-

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Road-B

4

1754

7018.32

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Road-C

3

1756

5269.98

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Road-D

3

1764

5292.6

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ii) 800x600mm Rectangular

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-

-

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Road-B

2

1871

3742.26

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Road-C

2

1873

3746.42

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Road-D

1

1880

1880.76

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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 drawing and technical specification 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

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-

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Road-A

4

2518

10075.64

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200 M Stone (Precast)

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-

-

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Road-A

11

727

8005.03

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Providing & fixing of M-15 grade Guard stone / boundary stone of standard design as per IRC-25 fixed position including finishing and lettering as per drawing and Technical Specifications of MORD specification for Rural roads clause 1704 as per direction of Engineer-in-charge.

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-

-

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Road-B

125

873

109220

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Road-C

24

875

21009.12

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Road-D

29

880

25538.27



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