Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date18 Dec 2023
Closing Date23 Dec 2023
Tender AmountRefer Documents 
Notes
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Costs

Description

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BOQ Items

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Excavation in Ordinary Rock by Manual Means Excavation in Ordinary Rock with Dozer with lead upto 100 metres (Excavation for roadway in ordinary rock by deploying a dozer, 80 HP including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)

17813.96

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10

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Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)

8906.98

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10

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SH2:Cross Drainage:-(SH :- RCC Slab Culvert 1.00 m Span - 1.50m height ) =1Nos.

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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 and backfilling with approved material.) I. Ordinary soil A) Manual Means i) upto 3 m depth

114.5

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10

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

17.73

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10

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Coursed rubble masonry (first sort )

45.46

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10

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) Height upto 5m

4.32

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10

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) (A) Height upto 5m

3.35

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10

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

0.34

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10

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material

14

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10

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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

20

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10

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SH:Cross Drainage:- (SH :- RCC Slab Culvert 2.00 m Span - 2.00 Height)

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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 and backfilling with approved material.) I. Ordinary soil A) Manual Means i) upto 3 m depth

278.1

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10

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PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)

69.36

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10

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications b)Coursed rubble masonry (first sort )

232.08

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10

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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m

2.9

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10

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For solid slab super-structure, 20-30% of (a+b+c) (A)Height upto 5m

15.54

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10

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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications a) Granular material

2.24

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10

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material

157.95

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10

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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

120

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10

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SH3:- Kutcha Drain (Cost 1.38 km)

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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. Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) (A) Mechanical means

389.16

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Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.) (A) Mechanical means

438.84

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10



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