Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date5 Mar 2024
Closing Date11 Mar 2024
Tender Amount₹ 1,96,95,134
Costs
EMD
₹ 1,97,000Document Cost
₹ 2,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDAP_1797_1Bid Award Id
ViewTender No
BDL/TandA-44/2023-24/205Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
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Documents
BOQ Items
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 metres)
12378.56
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift.
6189.28
-
-
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
18593.04
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. [Ordinary & hard Rock]
9296.52
-
-
(SH: Water Bound Macadam, Grading - I (150 mm thick)
-
-
-
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.
6719.9
-
-
Consolidation of sub-grade with road roller of 8 to 12 tonne capacity including making good the undulations etc. with earth or quarry spoils etc. and rerolling the sub grade.
6719.9
-
-
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.
By Manual Means
Grading- I (Using Screening Crushable type such as Moorum or Gravel)
Using Screening Type-A (13.2mm Agg.)
995.69
-
-
(SH:- B/Wall 3.00 Height and 84.00 mtr Length)
-
-
-
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)
I Ordinary soil
A) Manual Means
i) upto 3 m depth
241.92
-
-
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.)
28.56
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
(a) PCC Grade M20 height upto 5.00 m
277.2
-
-
Centring and shuttering including strutting proping etc. and removal of form work for:
(a) Foundations and plinth.
789.6
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granular material
59.56
-
-
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
174
-
-
(SH:- RCC Slab culvert 1.50 mtr. span)
-
-
-
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, backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work.
I Ordinary soil
A) Manual Means
ii) upto 3 m depth
99.74
-
-
Ordinary rock not required balasting
I Ordinary soil
A) Manual Means
ii) upto 3 m depth
66.5
-
-
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.)
18.34
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
Coursed rubble masonry (first sort )
55.7
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M20
Height upto 5m
4.32
-
-
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 Height upto 5m
3.76
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.42
-
-
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 Technicals
40
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specificationa) Granular material
31.92
-
-
(SH:- CC Drain)
-
-
-
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, backfilling the excavation earth to the extent required and utilising the remaning earth locally for road work.
I) Ordinary soil
A) Manual Means
i) upto 3 m depth
131.63
-
-
Ordinary rock not required balasting
I) Ordinary soil
A) Manual Means
i) upto 3 m depth
131.63
-
-
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.)
Neat cement punning.
210.6
-
-
Neat cement punning.
394.88
-
-
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