Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date23 Oct 2024
Closing Date7 Nov 2024
Tender Amount₹ 14,00,000 
Notes
Download

Costs

  • EMD

    ₹ 28,000
  • Document Cost

    ₹ 2,000
  • Tender Fee

    ₹ 295

Description

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Documents
Repair of Culvert, Under PWD Section Majhauli,Sub. Dn. Majhauli, Distt. Sidhi PWD Raod SOR w.e.f 25-03-24
Repair of Culvert, Under PWD Section Majhauli,Sub. Dn. Majhauli, Distt. Sidhi PWD Raod SOR w.e.f 25-03-24
Repair of Culvert, Under PWD Section Majhauli,Sub. Dn. Majhauli, Distt. Sidhi PWD Raod SOR w.e.f 25-03-24
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BOQ Items

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Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood, steel, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead upto 1000 metres. (iii) Dismantling Stone Masonry B Rubble stone masonry in cement mortar.

2.4

282

676.8

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Excavation for Structures 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 as per relevant clauses of section 300 & 2100 in I Ordinary soil ( including back filling with approved material) (i) upto 3 m depth

75.79

61

4623.19

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Providing Plain cement concrete M-15 nominal mix in foundation as per relevant clauses of sections 1500, 1700 and 2100.

27.21

4349

118336.29

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PCC M-15 in Foundation Plain cement concrete M-15 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. as per MORT&H Specification 409.

11.4

4195

47823

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Providing P.C.C. M-15 Nominal mix for hume pipe culverts in foundation and sub structure etc. as per drawing and as per relevant clauses of section 1500, 1700, 2100 and 2900.

93.51

4617

431749.52

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Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . B PCC Grade M20

58.91

5162

304108.91

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78. A Granular material

105.34

665

70051.1

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Providing and Placing Reinforced/ Prestressed cement concrete in super-structure e/x reinforcement as per drawing and Technical Specification and as per relevant clauses of sections 1500, 1700 and 2300 in 1 Height up to 5 m

6.48

6113

39612.24

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Supplying, fitting and placing HYSD bar reinforcement in sub- structure complete as per drawing and technical specifications and as per relevant clause of section 1600.

0.71

80503

57382.54

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications and as per relevant clauses of sections 1500, 1700 and Clause 2702 of specifications..

3.71

11685

43374.72

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Providing and Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row. Providing and Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material (cost of bedding included) in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets. A 1000 mm dia

27.5

7012

192830

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications

60

185

11100

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Surface Drains in Soil Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Suitable Excavated material to be used in embankment within a lead of 50 metres as per relevent clauses of section-300.

360

67

24120

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Embankment Construction with Material Obtained from Borrow Pits Construction of embankment with approved material having CBR7 obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-1, 300-2 and as per relevent clauses of section-300.

132.31

155

20508.05

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Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for 5th Km. Stone. (i) Two coat on new work

5

385

1925

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Providing painting, figuring and numbering as per IRC specifications complete with Synthetic Enamal Paint for 5th Km. Stone. (i) Two coat on new work

80

293

23440



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