Public Works Department Tender

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Public Works Department Tender

Works
Civil And Construction
Building Construction
Eprocure
Opening Date8 Oct 2024
Closing DateCancelled
Tender Amount₹ 62,82,000 
Notes
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Costs

Description

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BOQ Items

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Providing ,laying,spreading and compacting stone aggregates of 53-22.4 mm size to water bound macadam specification including spreading in uniform thickness ,hand packing, rolling with smooth wheel roller 80-100KN in stages to proper grade and camber ,applying and brooming, stone screening , binding material to fill up the interstices of course aggregate, watering and compacting to the required density grading 3 as per PWD specification.

196.88

665454

3380

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Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base spraying primer @0.70kg / sqm using mechanical means as per Technical Specification Clause 502.

2625

101062

38.5

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Providing and applying tack coat with bitumen VG-10 using pressure distributor at the rate of 0.30kg per sqm on the prepared granular surfaces treated with primer & cleaned with mechanical broom as per Technical Specification Clause 503.

2625

42000

16

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Providing, laying and rolling of open - graded premix carpet of 20 mm thickness composed of 13.2 mm (sieve passing 22.4 mm & retaining 11.2mm) & 11.2 mm grit (sieve passing 13.2 mm & retaining 5.60mm) aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of Type C as per Technical Specification Clause 508.

2625

399000

152

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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C seal coat.

2625

147000

56

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Earth work in patari in ordinary soil etc including dressing every additional 1.50m lift or part of 1.50m as per S.I. No. 253.

820

65600

80

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Earth work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

259

28490

110

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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanical mixed ,placed in foundation and completed by vibration inluding curing for 14 days.

41

236570

5770

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S/O 600 mm 7.50 R/M including supply of all material ,labour, T&P etc complete as per direction of Eng-in-charge.

7.5

14040

1872

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S/O 350 mm 7.50 R/M including supply of all material ,labour, T&P etc complete as per direction of Eng-in-charge.

15

15660

1044

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P/L ,Fixing, Jointing 600 mm H.P with Coller SI No. 30 (NS 5)(III)

3

1350

450

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P/L ,Fixing, Jointing 350 mm H.P with Coller SI No. 30 (NS 5)(III)

6

1500

250

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Stone masonary work in cement mortar 1:4 in foundation compacted as per drawings and technical specifications .

185

934250

5050

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Stone masonary work in cement mortar 1:4 in Sub structure compacted as per drawings and technical specifications .

165

771045

4673

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Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification clause 613.3 and 1204.

191

36290

190

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Plastering with cement mortar (1:4) in sub-structure as per Technical Specifications

7.6

1406

185

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Filter Media behind retaining wall as per specifications 1204.3.8 in a width of 600mm.

100

244000

2440

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The routine maintenance of above road work including embankment, patari, pavement, road side and cross drain,hume pipe culvert etc to the required standards and in the manner as defined in CB conditions and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years (including cost of material T&P labour but excluding GST) for 1st year maintenance cost (0%)

0.7

-

-

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The routine maintenance of above road work including embankment, patari, pavement, road side and cross drain,hume pipe culvert etc to the required standards and in the manner as defined in CB conditions and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years (including cost of material T&P labour but excluding GST) for 2nd year maintenance cost (1.00%)

0.7

58279

83257

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The routine maintenance of above road work including embankment, patari, pavement, road side and cross drain,hume pipe culvert etc to the required standards and in the manner as defined in CB conditions and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years (including cost of material T&P labour but excluding GST) for 3rd year maintenance cost (1.50%)

0.7

87420

124886

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The routine maintenance of above road work including embankment, patari, pavement, road side and cross drain,hume pipe culvert etc to the required standards and in the manner as defined in CB conditions and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years (including cost of material T&P labour but excluding GST) for 4th year maintenance cost (2.00%)

0.7

116559

166514

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The routine maintenance of above road work including embankment, patari, pavement, road side and cross drain,hume pipe culvert etc to the required standards and in the manner as defined in CB conditions and keep the entire road surface and structure in defect free condition during the entire maintenance period which begins from the actual completion date and ends after five years (including cost of material T&P labour but excluding GST) for 5th year maintenance cost (3.00%)

0.7

174839

249771



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