Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date1 Jan 2025
Closing Soon14 Jan 2025
Tender Amount₹ 10,47,069.65 
This is an estimated amount, exact amount may vary.
Notes
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Costs

  • EMD

    ₹ 21,000
  • Document Cost

    ₹ 5,000
  • Tender Fee

    ₹ 1,236

Description

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BOQ Items

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DO_NOT_SHOW

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Extra for laying earth/fly ash as per specifications in 20 cm. Layers and dressing but excluding cost of rolling. CSR 24.5 b (i)

1374.84

65

89804.55

... More
Extra for watering the earth/fly ash laid in 20 cm layers as per specifications for compaction. CSR 24.5 b (ii)

1374.84

15

21722.47

... More
Extra for rolling to specifications. CSR 24.5 b (iii)

1374.84

17

24623.38

... More
Compaction of earth work & Preparation of sub grade including loosening, leveling of earth 225mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 300-2 as per Technical clause 305 of MORT&H specifications as per CSR 24.4 c

916.56

6

5792.66

... More
Providing & laying of Brick on end edging 6.83cm wide, 11.11cm long and 22.86 cm high half brick deep including excavation, refilling and disposal of surplus earth upto 50mtr. Complete as per Punjab PWD specifications complete

603

84

51224.85

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Relaying of recovered material obtained from dismantling of road crust as Ced road material obtained from road crust as Construction of granular sub-base by providing coarse 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 technical clause 401 of MORT&H specifications (CSR 24.7 a)

137.48

146

20132.57

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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 as per CSR 24.8

68.75

1720

118304.31

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Water Bound Macadam Grading I (without screening for low volume Roads/undersigned (CSR 24.11 ii) 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

68.75

1632

112230.94

... More
Water Bound Macadam Grading II (without screening for low volume Roads/undersigned Roads (CSR 24.12 ii) 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

137.48

1632

224423.73

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Credit of Materials

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-

-

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Brick Batts

4.7

-497

-2339.57

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Bricks

1354

-2

-3385

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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 510 of MORT&H specifications

916.56

78

71748.32

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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 clause 503 of MORT&H specifications

916.56

24

22409.89

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Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone aggregates of specified grading premixed in a continuous type hot mix plant using bituminous binder VG-10 @ 1.46kg per sqm, carriage of mixed material to site of work and 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

916.56

141

129867.39

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Providing and laying of premix sand seal coat premixed in a Continuous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 @ 0.68kg per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications.

916.56

57

52858.02

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Kassi work undressed involving an average horizontal throw upto 2.0 metres and an average vertical lift upto 0.5 metre including breaking of clods. as per CSR item 6.2a

90.45

81

7337.3

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Add extra cost of Cutlural Cess @ 1% on Total cost as items mentioned above on 1 to 20 i.e. Rs 1036702.62

1036702.62

1

10367.03



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