Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date27 Mar 2025
Closing Date1 Apr 2025
Tender Amount₹ 1,97,06,517
Costs
EMD
₹ 3,94,200Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
C/o Road From Brtf Road To Sagor Village Under Dirang Circle In West Kameng District
Description
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Contact
Tender Id
2025_PWDAP_2457_1Bid Award Id
ViewTender No
DD/W-60/SASCI/2024-25/25Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
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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
850.5
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SH:- W.B.M. - II :- 1.400 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 Scrining Crushable type such as Moorum or Gravel
393.75
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SH: W.B.M. - III :- 1.400 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, Grading- III (Using Screening Crushable type such as Moorum or Gravel), a) Using Screening Crushable type such as Moorum or Gravel
393.75
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SH : Dense Graded Bituminous Macadam :- 1.400 Km
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Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 507 complete in all respects.) (ii) for GradingII(19 mm nominal size)
131.25
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SH: Bituminous Concrete :- 1.400 Km
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Bituminous Concrete (Providing and laying bituminous concrete with 100- 120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) (i) for Grading-I ( 13 mm nominal size )
105
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SH: Earthen shoulders :- 1.400 Km
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
42
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SH: Culvert- 1.50 mtr span :- 2 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.) I- Ordinary soil, Manual Means, (i) upto 3m depth
95.41
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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.)
29.46
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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
82.12
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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.
8.72
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.07
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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
42
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. b) Sandy material
2.94
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SH: R/Wall (3 m. ht.) :- 55.00 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.) I- Ordinary soil, Manual Means, (i) upto 3m depth
121.79
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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.)
14.45
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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specifical. A) PCC grade M15
193.06
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.1
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A- Sandy materials
12.4
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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
66
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SH: Breast wall of 3.80 mtr height :- 80.00 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.) I- Ordinary soil, Manual Means, (i) upto 3m depth
246.27
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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.)
27.37
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Plain/reinforced cement concrete in open foundation complete as per drawing and technical specifical. A) PCC grade M15
407.36
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.97
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B - Sandy materials
17.1
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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
96
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SH: C.C. Drain :- 1.369 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.) I- Ordinary soil, Manual Means, (i) upto 3m depth
184.82
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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.)
184.82
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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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