Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Eprocure
Opening Date27 Mar 2025
Closing Date1 Apr 2025
Tender Amount₹ 2,97,03,067
Costs
EMD
₹ 5,94,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_PWDAP_2458_1Bid Award Id
ViewTender No
DD/W-60/SASCI/2024-25/24Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
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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.)
1984.5
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SH:- Granular Sub-base :- 0.490 Km
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2) (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401) (ii) for grading- I Material
496.13
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SH:- W.B.M. - II :- 0.490 Km
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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 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 Manual Means, (ii) Grading- II (Using Screening Crushable type such as Moorum or Gravel), a) Using Screening Crushable type such as Moorum or Gravelal
229.69
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SH: Culvert- 1.50 mtr span :- 3 Nos
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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.) Ordinary soil, Manual Means, upto 3 m depth
138.51
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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.)
39.33
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry
120.11
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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, Height upto 5m
13.08
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.9
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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
63
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. a) Granular material
4.4
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SH: R/Wall - 3.00 mtr. Height :- 40.00 Mtr.
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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.), Ordinary soil, A- Manual Means, (i) upto 3 m depth
76.19
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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.)
9.6
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
PCC Grade M15( Upto 5 m height)
130.84
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.74
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. a) Granular material
8.1
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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
32
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SH:- R/Wall - 4.00 mtr. Height :- 140.00 Mtr.
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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.) Ordinary soil, Manual Means, upto 3 m depth
448.5
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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.)
42
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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specifical. A) PCC grade M15
733.74
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
3.33
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A- Sandy materials
37.8
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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
168
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SH:- R/Wall - 6.00 mtr. height :- 20.00 Mtr
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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.) Ordinary soil, Manual Means, upto 3 m depth
110.51
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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.)
7.2
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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specifical. A) PCC grade M20
180.12
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.68
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A- Sandy materials
16.21
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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
40
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SH: Breast wall of 3.80 mtr height :- 180.00 Mtr
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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.) Ordinary soil, Manual Means, upto 3 m depth
554.53
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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.)
59.4
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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specifical. A) PCC grade M15
854.1
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
4.07
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B Sandy materials
40.5
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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
216
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SH:- CC Drain :- 0.490 Km
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Earth work in excavation in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock) including banking in 20 cm layers and breaking clods, ramming and dressing up for the purpose of making embankments or filling up ground depressions, lead upto 50 m and lift upto 1.50 m.
218.83
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Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) excluding the cost of centring an shuttering in: b) Walls including attached buttresses, pilasters and their caps and bases and string courses etc. up to floor two level
101.43
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SH: Kutcha Drain :- 0.00 Km
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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.) Ordinary soil, Manual Means, upto 3 m depth
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