Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date7 Dec 2024
Closing Date13 Dec 2024
Tender AmountRefer Documents 
Notes
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Costs

Summary

C/o Road From Rach Tabio To Meb Jote Village

Description

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BOQ Items

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DO_NOT_SHOW

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Girth from 600 mm to 900 mm

700

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SH: FORMATION CUTTING

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Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1)

24570.84

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Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.)

12657.71

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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 Soil/Hard Shale, Soil containing shingle or small size boulders.

18614.28

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SH: CROSS DRAINAGE WORK SSH: RCC SLAB CULVERT 1 MTR SPAN 1 MTR 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 (upto 3 m depth (without dewatering))

278.08

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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.)

60.8

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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 )

174.48

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

9.4

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

1.69

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

38.88

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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 specification.

72

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SSH: RCC SLAB CULVERT 2 MTR SPAN 2 MTR 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 (upto 3 m depth (without dewatering))

570.72

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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.)

103.68

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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 )

389.12

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

20.44

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

2.77

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

90.48

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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 specification.

88

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SSH: RCC SLAB CULVERT 4 MTR SPAN 4 MTR 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 (upto 3 m depth (without dewatering))

723.36

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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.)

87.68

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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 )

516.3

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

24.54

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

2.28

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

92.16

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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 specification.

156

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SH: PROTECTION WORK SSH: RRM RETAINING WALL 3.00 MTR. 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

179.92

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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.)

34.32

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

9.57

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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (A) Random Rubble Masonary

322.4

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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

104

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

78

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SH: CC DRAIN

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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(b) upto 3 m depth (with de-watering).

445.5

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Centring and shuttering including strutting, propping etc. and removal of form work for (a) Foundation, footings, base of columns etc. and mass concrete.

3960

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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.)

267.3

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