Public Works Department Tender
... More
BidAssist is a very user-friendly website that helps us to explore all the new opportunities so as to achieve growth in our business. It helps us to attain all the information with respect to any e-tender the Arunachal Pradesh government has posted on its website in a very hassle-free manner.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Apr 2025
Closing Date28 Apr 2025
Tender Amount₹ 40,84,00,000
Costs
EMD
₹ 40,84,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2025_PWDAP_2478_1Tender No
DD/NIT/RE/2024-25/07Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
... More
Granular Sub-Base with Coarse Graded Materials (Table-2) (Construction of granular sub-base by providing coarse graded materials spreading in iniform layers with motor graded on prepared surface, mixing by in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
-
-
-
... More
For Grading- I Materials
16686.1
-
-
... More
(WBM)
-
-
-
... More
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.)
-
-
-
... More
A By Manual Means
-
-
-
... More
(i) Grading- II (Using Screening Crushable type such as Moorum or Gravel)
-
-
-
... More
b)Using Screening Type-B (11.2mm Agg.)
7008.16
-
-
... More
(CC Pavement)
-
-
-
... More
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.)
43261.38
-
-
... More
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.
39656.27
-
-
... More
Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.)
3965.63
-
-
... More
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site,laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
7931.25
-
-
... More
(Interlocking CC Paver Block)
-
-
-
... More
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.)
6796.92
-
-
... More
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.
6796.92
-
-
... More
Providing and Laying 80mm thick factory made cement concrete interlocking paver block of M 30 grade made by block making machine with strong vibratory compaction of approved size, design & shape, laid in equired colour and pattern over and including 30mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per direction of engineer in charge
6796.92
-
-
... More
Providing and laying cement concrete 1 : 1.5 : 3 (1 cement : 1.50 coarse sand : 3 stone aggregate 20 mm nominal size) excluding the cost of centring and shuttering in :
-
-
-
... More
a) Foundations and plinth
68.33
-
-
... More
Centring and shuttering including strutting proping etc. and removal of form work for: a) Foundations and plinth.
455.53
-
-
... More
(Slab Culvert (1.5 Mtr Span))
-
-
-
... More
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)
-
-
-
... More
Ordinary soil
-
-
-
... More
Manual Means
-
-
-
... More
upto 3 m depth
1754.5
-
-
... More
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.)
159.5
-
-
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. B) Coursed rubble masonry (first sort )
664.62
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
... More
RCC Grade M20
-
-
-
... More
Using Concrete Mixer
-
-
-
... More
For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
... More
Height upto 5m
78.98
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
5.94
-
-
... More
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
198
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
152.9
-
-
... More
Granular material
-
-
-
... More
(Slab Culvert (2.0 Mtr Span))
-
-
-
... More
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)
-
-
-
... More
Ordinary soil
-
-
-
... More
Manual Means
-
-
-
... More
upto 3 m depth
446.6
-
-
... More
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.)
39.2
-
-
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. B) Coursed rubble masonry (first sort )
171.68
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
... More
RCC Grade M20
-
-
-
... More
Using Concrete Mixer
-
-
-
... More
For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
... More
Height upto 5m
16.98
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.48
-
-
... More
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
48
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
... More
Granular material
48
-
-
... More
(Slab Culvert (3.0 Mtr Span))
-
-
-
... More
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)
-
-
-
... More
Ordinary soil
-
-
-
... More
Manual Means
-
-
-
... More
upto 3 m depth
273.36
-
-
... More
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.)
31.04
-
-
... More
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. B) Coursed rubble masonry (first sort )
156.8
-
-
... More
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
... More
RCC Grade M20
-
-
-
... More
Using Concrete Mixer
-
-
-
... More
For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
... More
Height upto 5m
9.8
-
-
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.04
-
-
... More
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
24
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
... More
Granular material
16.44
-
-
... More
(RCC Drain)
-
-
-
... More
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
-
-
-
... More
I Ordinary soil
-
-
-
... More
A Manual Means
-
-
-
... More
(i) upto 3 m depth
202.8
-
-
... More
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.)
24
-
-
... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
-
-
-
... More
RCC Grade M25
-
-
-
... More
Case I Using concrete mixer.
112.8
-
-
... More
Centring and shuttering including strutting, propping etc and removal of form work for
-
-
-
... More
(a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
691.2
-
-
... More
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
8.4
-
-
... More
Pastering with cement motor 1:3 (1: cement : 3 find sand)
432
-
-
... More
(Retaining Wall)
-
-
-
... More
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.)
-
-
-
... More
Ordinary soil
-
-
-
... More
Manual Means
-
-
-
... More
upto 3 m depth
556.07
-
-
... More
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.)
117.17
-
-
... More
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
-
-
-
... More
Random Rubble Masonry
983.72
-
-
... More
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
429
-
-
... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
... More
Sandy material
211.28
-
-
... More
(SH : Improvement/Maintenance of Road Shoulders)
-
-
-
... More
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)
316.4
-
-
... More
Granular Sub-Base with Coarse Graded Materials (Table-2) (Construction of granular sub-base by providing coarse graded materials spreading in iniform layers with motor graded on prepared surface, mixing by in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401)
-
-
-
... More
For Grading- I Materials
791
-
-
... More
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed,plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383,maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, for M40 Grade having minimum 28 days flexural strength of 4.5 Mpa, using approved admixtures, transported to site, laid with a fixed form or slip form paver,spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip,dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. )
474.6
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements
Past BiddersThis list is curated from the bidders of the similar tenders in the past
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%
- Bidder NameThis Information is for unsubscribed user This Information is for unsubscribed user
- Awarded Ratexx%