Public Works Department Tender
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Public Works Department - PWD Tender
Road Construction
Eprocure
Opening Date10 Mar 2025
Closing Soon19 Mar 2025
Tender Amount₹ 14,85,16,985
Costs
EMD
₹ 29,70,400Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
C/o. Road From Munna Camp To Lagam Village (40 Kms) Via Thembang In West
Description
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Contact
Tender Id
2025_PWDAP_2235_1Tender No
DD/W-60/RIDF-XXX/2024-25/10 Dtd. 07/03/2025Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
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Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of
1725
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SH: Formation Cutting - 7.300 Km
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Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth on the Barren Valley side.
80543
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Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of excavated earth on the barren valley side.
48326
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Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of
32217
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SH: Preparation of Sub-grade 7.300 Km
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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.)
32521.5
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SH: Granular Sub-base 7.300 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
4434.75
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SH: W.B.M. - II 7.300 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
3695.63
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SH: W.B.M. - III 7.300 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, (iii) Grading- III (Using Screening Crushable type such as Moorum or Gravel) a) Using Screening Crushable type such as Moorum or Gravel
3421.88
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SH: Dense Graded Bituminous Macadam 7.300 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)
1368.75
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SH: Bituminous Concrete 7.300 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 )
684.38
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SH: Earthen shoulders 7.300 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)
1606
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SH: Culvert- 1.50 mtr span 25 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
1155.15
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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.)
327.79
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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
1000.97
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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
109
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
15.85
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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
525
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. a) Granular material
36.79
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SH: R/Wall - 3.00 mtr. height 164.00 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
363
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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)
43.05
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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
549.52
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. a) Granular material
36.9
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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
131.1
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R/Wall - 4.00 mtr. height 75.00 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
279.59
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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
405.97
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
22.44
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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
90
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SH: Breast wall of 3.80 mtr height 60.00 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
184.71
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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)
20.52
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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
305.52
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. a) Granular material
12.83
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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
72
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SH:- C.C. Drain 7.262 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, A- Manual Means, (i) upto 3 m depth
980.37
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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.)
980.37
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