Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date23 Feb 2024
Closing Date4 Mar 2024
Tender AmountRefer Documents
Costs
EMD
₹ 3,96,054Document Cost
₹ 1,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDAP_1709_1Bid Award Id
ViewTender No
SEPD/W-114/2023-24/2459-64Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
Manual Means
-
-
-
upto 3 m depth
66.6
-
-
Ordinary Rock ( not requiring blasting)
-
-
-
Manual Means
-
-
-
upto 3 m depth
66.6
-
-
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.)
69.33
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
-
-
PCC Grade M15
2.16
-
-
Height upto 5m
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
-
-
RCC Grade M20
11.22
-
-
Using Concrete Mixer
-
-
-
For T-beam & slab, 25-35% of (a+b+c)
-
-
-
Height upto 5m
-
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.79
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification
-
-
-
Square Rubble Coursed rubble masonry( first sort )
173.7
-
-
Random Rubble Masonry
108
-
-
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
-
-
Plastering with Cement mortar (1 : 3) in super structure as per Technical specifications
19.38
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
Granular material
27
-
-
Loading and Unloading of Stone Boulder / Stone aggregates / Sand / Kanker/Moorum / Lime / Shingle / Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads
600.69
-
-
Loading and Unloading of Cement, steel or bitumen by Manual Means and stacking.
61.11
-
-
Cost of Haulage Excluding Loading and Unloading on hill roads. Haulage of matreials by tipper excluding cost of lading, unloading and stacking
-
-
-
Sand ( from quarry to ste of work )-
-
-
-
a) Surfaced Road
220.37
-
-
b) Un -surfaced Gravel Road
220.37
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
220.37
-
-
Aggregate and boulders ( from quarry to ste of work )-
-
-
-
a) Surfaced Road
810.18
-
-
b) Un -surfaced Gravel Road
810.18
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
810.18
-
-
Cement, steel & bitumen (from Seppa to site of work) -
-
-
-
a) Surfaced Road
61.11
-
-
b) Un -surfaced Gravel Road
61.11
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
61.11
-
-
SH:- Retaining Wall 3.00 mtr height
-
-
-
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 the excavated earth to the extent required and utilised the remaining earth locally for road work.)
-
-
-
Ordinary soil
57
-
-
Manual Means
-
-
-
upto 3 m depth
-
-
-
Ordinary Rock ( not requiring blasting)
24.42
-
-
Manual Means
-
-
-
upto 3 m depth
-
-
-
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.)
11.64
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification
-
-
-
Square Rubble Coursed rubble masonry( first sort )
192
-
-
12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
29.04
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
Granular material
16
-
-
Loading and Unloading of Stone Boulder / Stone aggregates / Sand /Kanker/Moorum / Lime / Shingle /Surki/ Earth / Excavated Rock and Kerb Stones by Manual Means for hill roads.
322.02
-
-
Loading and Unloading of Cement by Manual Means and stacking.
29.64
-
-
Cost of Haulage Excluding Loading and Unloading
-
-
-
Sand ( from quarry to ste of work )-
-
-
-
a) Surfaced Road
97
-
-
b) Un -surfaced Gravel Road
97
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
97.44
-
-
Aggregate and boulders ( from quarry to site of work )-
-
-
-
a) Surfaced Road
456.96
-
-
b) Un -surfaced Gravel Road
456.96
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
456.96
-
-
Cement, steel & bitumen ( from Tezpur to site of work ) -
-
-
-
a) Surfaced Road
29.64
-
-
b) Un -surfaced Gravel Road
29.64
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
29.64
-
-
SH:- Breast Wall 3.00 mtr height.
-
-
-
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 the excavated earth to the extent required and utilised the remaining earth locally for road work.)
-
-
-
a) Ordinary soil
28.26
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-
Manual Means
-
-
-
upto 3 m depth
-
-
-
b) Ordinary Rock ( not requiring blasting)
12.12
-
-
Manual Means
-
-
-
upto 3 m depth
-
-
-
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.)
6.68
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification
-
-
-
Square Rubble Coursed rubble masonry( first sort )
97
-
-
Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
31
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
Granular material
6.21
-
-
Loading and Unloading of Stone Boulder/Stoneaggregates/Sand/ Kanker/Moorum/Lime/Shingle/Surki/Earth/Excavated Rock and Kerb Stones by Manual Means for hill roads.
166.82
-
-
Loading and Unloading of Cement by Manual Means and stacking.
15.12
-
-
Cost of Haulage Excluding Loading and Unloading
-
-
-
Sand ( from quarry to ste of work )-
-
-
-
a) Surfaced Road
49.74
-
-
b) Un -surfaced Gravel Road
49.74
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
49.74
-
-
Aggregate and boulders ( from quarry to ste of work )-
-
-
-
a) Surfaced Road
237.54
-
-
b) Un -surfaced Gravel Road
237.54
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
237.54
-
-
Cement, steel & bitumen ( from Bhalukpong to site of work ) -
-
-
-
a) Surfaced Road
15.12
-
-
b) Un -surfaced Gravel Road
15.12
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
5.14
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-
Pavement
-
-
-
Preparatory Works for Concreting
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-
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Preparation of geometrically improved Sub grade / Sub base after clearing of all debris, shoulders, undulation, removal of existing obstructions, resorting rain cuts, clearance of soil, bushes / branches and under growth and preparing sub grade / sub- base for providing a ready made surface for concreting works.
3500
-
-
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) (iii) for grading- II Material
2126.25
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-
Laying of Concrete
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-
-
Rolled Cement Concrete Base (Construction of rolled cement concrete base course with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25 mm with minimum, aggregate cement ratio15:1 and minimum cement content of 200 kg/cum, aggregate gradation to be as per table 600-4 after blending, mixing in batching plant at optimum moisture content, transporting to site, laying with a paver with electronic sensor, compacting with 8-10 tonnes smooth wheeled vibratory roller to achieve, the designed flexural strength, finishing and curing.)
984.38
-
-
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)
1312.5
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-
Manufacture of Ready Mix Concrete
-
-
-
Rolled Cement Concrete Base : Ready mixed concrete manufactured in fully automatic batching plant for base course with coarse and fine aggregate conforming to IS 383, the size of coarse aggregate not exceeding 25mm , aggregate cement ratio 15:1 and minimum content of 200 kg/cum, aggregate grading to be table 600-4 after blending, mixing in plant at optimum moisture content to achieve the designed flexural strength.
984.38
-
-
Cement Concrete Pavement : Ready mixed concrete manufactured in fully automatic batching plant with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25mm, mixed in a batching and mixing plant as per approved mix design.
1312.5
-
-
Transportation of Ready Mixed Concrete
1312.5
-
-
SH :- CC Drain
-
-
-
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 the excavated earth to the extent required and utilised the remaining earth locally for road work.)
-
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
104.63
-
-
Ordinary Rock ( not requiring blasting)
-
-
-
Manual Means
-
-
-
upto 3 m depth
34.88
-
-
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.)
42
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
-
-
PCC Grade M15
144
-
-
Centring and shuttering including strutting proping etc. and removal of form work for:
-
-
-
a) Foundations and plinth.
720
-
-
Plastering with cement mortar 1:3 on brick work in sub-structure as per technical specifications
1230
-
-
Neat cement punning.
180
-
-
Loading and Unloading of Stone Boulder/ Stoneaggregates/Sand/Kanker/Moorum/Lime/Shingle/Surki/Earth/Excavated Rock and Kerb Stones by Manual Means for hill roads.
272
-
-
Loading and Unloading of Cement, steel or bitumen by Manual Means and stacking.
64.75
-
-
Cost of Haulage Excluding Loading and Unloading
-
-
-
Sand ( from quarry to ste of work )-
-
-
-
a) Surfaced Road
170
-
-
b) Un -surfaced Gravel Road
170
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
170
-
-
Aggregate and boulders ( from quarry to ste of work )-
-
-
-
a) Surfaced Road
290
-
-
b) Un -surfaced Gravel Road
290
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
290
-
-
Cement, steel & bitumen ( from Seppa to site of work ) -
-
-
-
a) Surfaced Road
65
-
-
b) Un -surfaced Gravel Road
65
-
-
c) Katcha Track and Track in river bed / nallah bed and choe bed.
65
-
-
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