Rural Development Department Tender

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Rural Development Department - RDD Tender

Eprocure
Opening Date28 Apr 2021
Closing Date8 Jun 2021
Tender AmountRefer Documents 
Notes
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Description

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BOQ Items

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DO_NOT_SHOW

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Road- C

1200

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5.63

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Road- D

5600

-

5.63

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Road- E

2304

-

5.63

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Road- F

3840

-

5.63

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Road- G

20680

-

5.63

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Road- H

8400

-

5.63

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Providing 37.50 mm thick Built Up Spray Grouting including rolling with PRR, cost carriage royalty of all materials, all labour ,T&P etc. complete as per specification and direction of the Engineer-in-Charge

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-

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Road- A

232.41

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278.83

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Road- B

133.72

-

276.04

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Road- C

79.16

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274.58

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Road- D

259

-

276.2

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Road- E

80.69

-

288.69

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Road- F

90.91

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289.06

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Road- G

696.52

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286.97

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Road- H

428

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286.97

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Construction of embankment with approaved materials obtained from borrow pits with a lift upto 1.5m transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 2000 m (1000-2000) m as per Technical etc. complete as per specification and direction of the Engineer-in-Charge

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-

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Road- A

42.01

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198.81

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Road- B

56.59

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198.81

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Road- C

76.02

-

198.81

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Road- D

74.13

-

198.81

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Road- E

174.14

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198.83

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Road- F

49.02

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198.83

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Road- G

76.36

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198.81

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Road- H

72.75

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198.81

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Providing, spreading and consolidation of moorum including watering including cost, conveyance, royalty and taxes of all material labour and T&P required for the work etc. complete including 1% Cess as per the direction of the Engineer-in-charge.

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-

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Road- A

126

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394.89

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Road- B

544.5

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394.89

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Road- C

60

-

394.89

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Road- D

157.5

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394.89

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Road- E

90

-

394.89

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Road- F

120

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394.89

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Road- G

775.5

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394.89

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Road- H

315

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394.89

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Construction of Gravel/Soil Aggregate sub-base by providing well graded material of nominal maximum size grading 20 mm as per Table 2.3 of IRC SP 77-2008, spreading in uniform layers with tractor mount appropriate grading arrangements on prepared surface, mixing by in place method at OMC with tractor mount appropriate rotavator attachment and compaction with three wheel 80-100 kn Static Roller capacity to achieve tje desired density complete as per specification contained in para 2.2,3.6 and 3.7 of IRC SP 77-2008.

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-

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Road- A

72.9

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349.23

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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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause 405 of MoRD by manual means and as per direction of the Engineer-in-Charge.

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-

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WBM Grading No-II

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-

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Road- A

27

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2394.55

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WBM Grading No-III

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-

-

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Road- A

44.75

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2486.7

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Road- B

127.63

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2398.95

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Road- C

7.72

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2362.52

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Road- D

20.31

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2422.94

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Road- E

12.9

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2717.77

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Road- F

11.36

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2726.88

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Road- G

39.24

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2687.1

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Road- H

28.83

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2687.1

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Providing and apppying tack coat with bitumen Emulsion using emulsion pressure distributer at the rate of 0.20kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MoRTH 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.

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-

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Road- A

3360

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9.27

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Road- B

7687.5

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8.77

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Road- C

1500

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9.22

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Road- D

4200

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9.25

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Road- E

2812.5

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9.45

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Road- F

6000

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9.45

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Road- G

19387.5

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9.3

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Road- H

7875

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9.3

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Providing & laying SDBC with batch mix hot mix plant using crushed aggregate of specified grading, premixed with bituminous binder of 60/70 penetration grade, transporting the hot mix to work site, laying with a hydrostatic paver finisher wit censor control to the required grade, level, alignment, rolling with smooth wheeled, vibratory & tandem rollers to achieve the desired compaction as per clause 508 of MoSRT&H specification for road and bridge works (4th revision)

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-

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Road- A

90.3

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9080.1

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Road- B

216.21

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9046.04

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Road- C

40.86

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9080.59

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Road- D

115.5

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9080.1

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Road- E

78.71

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9361.11

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Road- F

154.2

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9374.1

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Road- G

497.29

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9080.1

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Road- H

209.9

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9080.1

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White Washing two coats on Parapet Walls and tree trunks including preparation of surface by cleaning scraping etc as per direction of the Engineer in charge.

-

-

-

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Road- C

43.96

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24.08

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Road- D

29.3

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24.08

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Finishing walls with water proofing Cement Paint two coats of approved shade on new works two coats over priming surface to out side surface to give an even shade including cost of weather coat, cost of primer, labour charges, T&P etc. required for the work complete as per the specification and direction of the Engineer-in-charge.

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-

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Road- E

117.18

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32.3

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Road- F

104.16

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32.3

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Finishing walls with water proofing Weather Coat of approved shade on new works two coats over priming surface to out side surface to give an even shade including cost of weather coat, cost of primer, labour charges, T&P etc. required for the work complete as per the specification and direction of the Engineer-in-charge.

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-

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Road- G

29.3

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71.13

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Road- H

29.3

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71.13

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Painting two coats including including primer coat with epoxy paint of approved brand on concrete/ steel surface after through cleaning of surface to give an even shade etc complete as per the specification and direction of the Engineer-in-charge.

-

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-

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Road- G

3.06

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94.13

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Maintenance of Hume Pipe type Culverts 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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-

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Road- C

3

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1277.65

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Road- D

2

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1277.65

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Road- E

9

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1283.46

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Road- F

8

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1283.46

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Road- G

2

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1277.65

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Road- H

2

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1277.65

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Maintenance of Slab type Culverts 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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-

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Road- E

2

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2218

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Road- F

1

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2218

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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of M.S Sheet 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 as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.

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-

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Road-A

-

-

-

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900 mm Equilateral Triangle

3

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1477.06

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600 mm Circular

3

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1440.99

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Road-B

-

-

-

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900 mm Equilateral Triangle

2

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1454.84

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600 mm Circular

2

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1418.77

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Road-C

-

-

-

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900 mm Equilateral Triangle

3

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1477.06

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600 mm Circular

4

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1440.99

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Road-D

-

-

-

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900 mm Equilateral Triangle

3

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1477.06

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600 mm Circular

3

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1440.99

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Road-E

-

-

-

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600 mm Equilateral Triangle

6

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1477.44

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600 mm Circular

3

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1511.83

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600 mm x 450 mm Rectangular

2

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1538.58

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Road-F

-

-

-

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600 mm Equilateral Triangle

4

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1478.54

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600 mm Circular

2

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1512.92

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600 mm x 450 mm Rectangular

1

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1539.68

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Road-G

-

-

-

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900 mm Equilateral Triangle

5

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1485.37

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600 mm Circular

5

-

1449.3

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Road-H

-

-

-

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900 mm Equilateral Triangle

4

-

1477.06

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600 mm Circular

4

-

1440.99

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Providing and fixing of typical PMGSY Citizen Information board as per MORD specification and drawing. Three MS plates of 1.6mm thick top & Middle plate duly welded with MS Flat iron 25mm x 5 mm. size on back edges. The lower plate will be welded with MS angle iron frames of 25mmx25mm x 5 mm. The angle iron frame of lower most plate & flat iron frame of middle plate will be welded of 2 Nos 75mmx75mm x 12SWG sheet tubes posts duly embeded in cc M15 grade blocks of 450mmx450mmx600mm , 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mmx12SWG steel plate tube. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure - 1700.1.

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-

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Road-E

2

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9173.68

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Road-F

2

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9177.61

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Providing and fixing of typical PMGSY Citizen Information board as per MORD specification and drawing. Three MS plates of 50 x 5 mm. thick, back plate duty welded with 75 mm dia steel tubes back on edges as per drawings. The upper and lowe plate will be welded with MS flat iron frame of 50mm x 5 mm. The steel tubes dully embeded in cement concrete M-15 grade blocksw of 600mm x 600 mm x 750 mm below ground level. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with redimixed synthetic enamel paint of superor quality in required shade and colour. All selection of framed posts and steel tubes will be painted with primer and two coats of epoxupaint as per drawing Clause 1701 and Annexure - 1700.1.

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-

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Road-E

3

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13296.44

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Supplying, fitting, fixing of roads sign board as per approve drawing including cost, conveyance, royality, taxes of all materials, labour, T & P etc. providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC: 67-2010 made of M.S Sheet 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 as per requirement in table 6.1 of IRC-67/2010 and as per technical specifically of clause 801.3 supported on a mild steel angle iron post 75mm x 75mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 40cm x 40cm x 60cm. 60cm below ground level as per approved drawing including excavation, curring etc. complete under the supervision of Engineer-in-charge.

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-

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Road-G

1

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6671.4

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Reinforced cement concrete M15 grade Kilometer stone and 200 m stone of standard design as per IRC:8 fixing in position including painting & printing etc. as per the drawing &technical specification clause 1703 of MoRD and as per direction of Engineer-in-Charge.

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-

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Road-A

-

-

-

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Ordinary kilometer stone (New)

2

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1855.47

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Road-B

-

-

-

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Ordinary kilometer stone (New)

2

-

1579.45

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Road-C

-

-

-

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Ordinary kilometer stone (New)

2

-

1842

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Road-D

-

-

-

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Ordinary kilometer stone (New)

3

-

1852.91

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Road-E

-

-

-

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Ordinary kilometer stone (New)

3

-

1728.27

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200 M Stone (New)

6

-

483.39

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Road-F

-

-

-

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Ordinary kilometer stone (New)

3

-

1730.61

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200 M Stone (New)

6

-

483.8

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Road- G

-

-

-

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Ordinary kilometer stone (New)

4

-

1923.3

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Road- H

-

-

-

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Ordinary kilometer stone (New)

2

-

1923.3

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Reinforced cement concrete M15 grade Guard stone/local stone of standard design as per IRC:25 fixed position including finishing and lettering but excluding painting as per drawing and Technical specification Clause 1704 of MORD and as per Direction of Engineer-in-Charge.

-

-

-

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Road- A

15

-

544.63

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Road- C

12

-

524.8

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Road- D

30

-

535.09

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Road- E

20

-

579.25

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Road- F

9

-

579.44

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Road- G

30

-

579.4

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Road- H

20

-

579.4

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Cement Concrete (1:2:4)using 12mm size B.H.G.C.B metal of approved quality and from approved quarry including lowering,laying concrete,watering and curing etc.complete to required levels laid in layers not exceeding 0'-6" thick including cost, conveyance, royalties and taxes of all materials and cost of all labour with T&P required for the work etc complete.as per the specification and direction of Engineer-in-charge

-

-

-

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Road- F

0.59

-

5040.7

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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 .The finished surface to be level, uniform and as per direction of Engineer in charge.

-

-

-

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Road- D

280

-

486.75

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Road- H

420

-

486.75



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