Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date15 Mar 2024
Closing Date22 Mar 2024
Tender Amount₹ 2,46,17,274
Costs
EMD
₹ 4,94,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Widening Of Road From Jigaon To Buddha Heritage Park Yokmuzor Rupa Sub-division
Description
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Contact
Tender Id
2024_PWDAP_1839_1Bid Award Id
ViewTender No
KTD/Tender-63/2023-24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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BOQ Items
Surface Drains in Soil
Construction of unlined surface drain of average cross sectional area 0.4 sqm in soil to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of 50 meters (average lead 25 meters)
6860
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SH: WBM I - 800.00 Mtr
-
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Water Bound Macadam
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.
A) By Mechanical Means
(i) Grading - I
a) Using Screening crushable type such as Moorum or Gravel
440
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SH: Extension of RCC Culvert 1.50 Mtr Span - 22 Nos
-
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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 (without de-watering)
-
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-
i) Ordinary Soil
284.46
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-
ii) Ordinary Rock (not requiring blasting)
284.46
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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.)
209.66
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-
Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
a) Square Rubble Coursed Rubble Masonry (first sort)
207.24
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-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications.
RCC Grade M20
Using Concrete Mixer
14.74
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-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.65
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-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification.
a) RCC Grade M25
Using Concrete Mixer
14.52
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
28.16
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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 Specifications
132
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SH: Retaining wall 3.00 Mtr height - 24.00 Mtr & Breast wall 3.00 Mtr height - 25.00 Mtr
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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
Depth up to 3 Mtr
-
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-
i) Ordinary Soil
46.25
-
-
ii) Ordinary Rock (not requiring blasting)
46.25
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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.)
12.86
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Stone Masonry Work in Cement Mortar 1:3 in Foundation complete as per Drawing and Technical Specifications.
Square Rubble Coursed Rubble Masonry (first sort)
180.7
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-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
55.13
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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
54
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-
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