Public Works Department Tender
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 Date18 Nov 2024
Closing Soon25 Nov 2024
Tender AmountRefer Documents
Costs
EMD
₹ 3,95,000Document Cost
₹ 5,000Tender 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
2024_PWDAP_1994_1Tender No
DD/ W-60/ SIDF/ 2024-25/07/ 605Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Preparation of Sub-grade. (4.35 m Width) :- 1.500 Km
-
-
-
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.)
6525
-
-
WBM-I :- 1.500 Km
-
-
-
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.) By Manual Means
(i) Grading- I (Using Screening Crushable type such as Moorum or Gravel)
652.5
-
-
W.B.M. - II :- 1.500 Km
-
-
-
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.) By Manual Means, Grading- II (Using Screening Crushable type such as Moorum or Gravel)
455.63
-
-
Culvert- 1.50 mtr span 5 nos
-
-
-
5.01) 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 3m depth
238.58
-
-
5.02) 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.)
73.65
-
-
5.03) Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification b) Random Rubble Masonry
205.32
-
-
5.04). 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
21.8
-
-
5.05) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.93
-
-
5.06) 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
105
-
-
5.07). Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. b) Sandy material
10.3
-
-
R/Wall - 3.00 mtr. height :- 60.00 M Length
-
-
-
6.01). 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 3m depth
114
-
-
6.02). 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.)
14.4
-
-
6.03). Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification. b) Random Rubble Masonry
196.27
-
-
6.04).Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.11
-
-
6.05). Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification, A Sandy materials
12.13
-
-
6.06). 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
-
-
R/Wall - 4.00 mtr. height :- 50.00 M Length
-
-
-
7.01). 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 3m depth
160.01
-
-
7.02). 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.)
15
-
-
7.03). Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification. b) Random Rubble Masonry
262.05
-
-
7.04). Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.19
-
-
7.05). Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A Sandy materials
13.5
-
-
7.06). 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
60
-
-
Breast wall of 3.80 mtr height :- 60.00 m Length
-
-
-
8.01). 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 3m depth
184.79
-
-
8.02). 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.)
19.8
-
-
8.03). Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification. b) Random Rubble Masonry
284.7
-
-
8.04). Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.36
-
-
8.05). Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification, A Sandy materials
13.5
-
-
8.06). 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
-
-
Kutcha Drain :- 1.5 Km
-
-
-
Surface Drains in Soil (Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions to the requirement of clause 301 and 309. Excavated material to be used in embankment within a lead of50 metres (average lead 25 metres), A- Mechanical means
1500
-
-
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%