Works Department Tender

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Works Department - EICCL Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date28 Nov 2024
Closing Date12 Dec 2024
Tender Amount₹ 2,91,53,998.4 
This is an estimated amount, exact amount may vary.
Notes
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Costs

Summary

Improvement Of The Road Markona Oupada Via Gandibed From 0.800 Km To 1.300 Km, 1.330 Km To 3.250, 3.900 Km To 4.400 Km, 4.450 Km To 5.400 Km, 10.200 Km To 11.400 Km, 11.500 Km To 12.600 Km And 12.800 Km To 13.400 Km Such As Laying Of Bm And Sdbc Co

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Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density.

387.75

36

13959

... More
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 of table 300-2.

369

35

13213.89

... More
Construction of moorum shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2

901.52

1813

1634699.17

... More
Providing and filling sand with good river course sand and well-watered & rammed etc. complete as per the direction of Engineer-in-charg

59.52

1491

88799.08

... More
Providing, laying, spreading and compacting graded stone aggregate 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.

395.51

4171

1649782.95

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Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.

14081.1

34

488191.74

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical means.

37811.4

12

458652.28

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Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5 per cent by weight of total

704.06

10255

7220304.27

... More
Providing and laying bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 to 5 per cent of mix and filler,

1134.34

11043

12526652.74

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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.

2471.34

278

688589.46

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Providing and errecting direction and place identification retro reflective sign as per IRC 67 made of high intensity grade sheeting as per clause no 801.3 fixed over aluminium sheeting, 2m thick with area exceeding 0.9sqm supported on a mild steel angle Iron post 75x75x6mm , 2nos firmly fixed to the ground by means of properly designed foundation with M15 grade of concrete 45x45x60cm below ground level as per approved drawing. (i) Facility Information signs (800x600 mm)

8

6847

54780.56

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(ii) Directioal/Place indication sign (1200x700 mm)(up to 0.90 sqm)

1.68

12352

20751.43

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(iii) Advance direction/Destination/Place identification signs (1800x1200 mm)(above 0.90 sqm)

4.32

13130

56724.32

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(iv) Route marker signs (450x600 mm)

24

5123

122954.16

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(b) Cautionary signs triangular 900mm side.

44

5788

254683

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(i) Circular 600 mm dia.

24

5229

125516.16

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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with

615.04

92

56805.09

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P C C- M15 as levelling coarse with 40 mm size C.B. Metal of approved quality as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.

39.68

6421

254822.98

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RCC M-20 grade as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification Base slab

69.44

7271

504914.91

... More
Wall (Both side)

99.2

9622

954559.94

... More
RCC M-20 grade in slab as per approved drawing and direction of the Engineer-in-charge including cost, conveyance, royality taxes of all materials conforming to the MORTH techanical specification.

52.08

8805

458606.06

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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.

11.04

86866

959007.15

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Filling Foundation & plinth with excavated earth

202.96

61

12498.28



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