Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Dec 2024
Closing Date13 Dec 2024
Tender AmountRefer Documents
Costs
EMD
₹ 2,89,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
C/o Road From Rach Tabio To Meb Jote Village
Description
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Contact
Tender Id
2024_PWDAP_2014_1Tender No
SLD/SSD/SJETA/2024-25/02Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
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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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-
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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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-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.28
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-
... More
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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-
... More
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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Evaluation Notes How It Works ?
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