Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date22 Jul 2024
Closing Date12 Aug 2024
Tender Amount₹ 35,50,827 
Notes
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Costs

  • EMD

    ₹ 71,017
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 4,190

Description

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BOQ Items

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Providing and laying brick on end edging as per CSR 24.14

2520

190840

75.73

... More
Relaying of recovered material obtained from dismentling of road crust using as Granular sub base (Labour Rate ) CSR 24.7

109.8

16079

146.44

... More
Construction of granular sub-base by providing material, 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 MORD technical specifications CSR-24.7

12.2

21947

1798.93

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Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (without screening for low volume Roads/undersigned) 24.11(ii)

91.5

202074

2208.46

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Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical specifications (without screening for low volume Roads/undersigned) 24.12(ii)

288.22

636508

2208.41

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Making 50 mm x 50 mm furrows 45 degree to the center line of the road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 metres lead complete as per technical (Full surface area will be measured for payment) CSR 24.10

2623

13823

5.27

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Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications CSR 24.24

3843

315933

82.21

... More
Providing and applying tack coat with penetration grade bitumen VG-10 using bitumen pressure distributor at the rate of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical specifications CSR 24.16(b)

8967

196108

21.87

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Providing, laying and compaction of open - grade surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a Continuous type hot mix plant with bituminous binder VG-10 @ 1.46kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications CSR24.25(a)

8967

1315638

146.72

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Providing and laying of premix sand seal coat premixed in Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications CSR 24.28(c)

8967

509953

56.87

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Kassi work undressed involving an average horizontal throw up to 2.0metres and an average vertical lift up to 0.5 metres including breaking of clods. 6.2 a

876.3

71085

81.12

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Cost of Videography

2

2000

1000

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Credit of Old Bricks

7939

-19848

2.5

... More
Credit of Brick Bats

19.67

-9791

497.78

... More
Cultural Cess

3515670

35157

0.01



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