Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Feb 2025
Closing Date2 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 2,47,000Document Cost
₹ 3,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2141_1Tender No
SLD/TSD/SASCI/2024-25/04Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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BOQ Items
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(SH:II: Sub-Grade &GSB)
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Preparation of sub grade (Preparation of sub grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.)
4252.5
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Plant Mix Method (Construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per Clause 401).for grading- I Material
1063.13
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(SH:II: C.C. Side 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) upto 3 mtr depth
811.83
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Providing and laying in foundations and plinth cement concrete 1 : 4 : 8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
135.54
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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)
413.39
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Neat cement punning.
1797.33
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(SH:III: RCC Slab Culvert 2m Span - 2m 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 mtr depth
266.85
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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.)
66.24
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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 )
243.72
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height upto 5m
2.88
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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) Height upto 5m
15.54
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.24
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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
108
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
97.2
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(SH:IV: RRM 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.) upto 3 m
1188
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PCC 1:4:8 in Foundation (Plain cement concrete 1:4:8 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.
89.1
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications (Random Rubble Masonary)
513.9
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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
149.17
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (Granular material)
550.94
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