Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date12 Aug 2019
Closing Date22 Aug 2019
Tender Amount₹ 9,90,00,000
Costs
EMD
₹ 19,80,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PWDAP_232_2Bid Award Id
ViewTender No
CHD/DNIT/2018-19/09Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. A) Random Rubble Masonry
1122
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granualar material
144.5
-
-
Providing weep holes in Brick masonary/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.
1500
-
-
Retaining Wall ( 3.00 metrew High)-277 Mtr.
-
-
-
Excavation for structures ( Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and I) Ordinary Soil A) Manual means (ii) 3 mtr to 6 mtr depth
1179.04
-
-
PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
96.46
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-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. A) Random Rubble Masonry
1626.48
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granualar material
117.73
-
-
Providing weep holes in Brick masonary/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.
977.65
-
-
Retaining Wall (5 meters height)- 195 Mtr.
-
-
-
Excavation for structures ( Earth work in excavation of foundation of structures as per drawing and technically specification, including setting out, construction of shoing and bracing, removal of stumps and other deletenious matter, dressing of sides and I) Ordinary Soil A) Manual means (ii) 3 mtr to 6 mtr depth
1735.67
-
-
PCC 1:3:6 in foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crusged stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
90.04
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. A) Random Rubble Masonry
2124.32
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A) Granualar material
146.25
-
-
Providing weep holes in Brick masonary/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.
860.29
-
-
Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.)
39375
-
-
Tack coat
-
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-
Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
39375
-
-
Open-Graded Premix Surface (Providing, Laying and rolling of open-graded surfacing of 20 mm thick composed of 13.2 mm to 5.6 mm aggregate either using penetration grade bitumen or cut-back or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades.) (i) Case-II: Open-Graded Premix Surfacing using cationic Bitumen Emulsion
39375
-
-
Seal coat (Providing and laying of Premix sand coat sealing the voids in a bituminous surface laid to the specified levels, graded and cross fall using Type A and B seal coats) (i) Case-I : Type A
39375
-
-
Construction of Subgrade and Earth Shoulders (Construction of subgrade and earthen shoulders with approved material obtain from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300-2)
4852.96
-
-
Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New work (Painting lines, dashes, arrows etc on roads in two coat on new work with ready mix road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control) (i) Up to 10 cm width
2000
-
-
RCC SLAB CULVERTS - 20 NOS).
-
-
-
Excavation for structures (Earth work in excavtion 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 remaining earth locally for road work) I) Ordinary Soil A) Manual Means (Depth up to 3m)
2732
-
-
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)
509.8
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. A) Coursed rubble masonary (First sort)
1589.8
-
-
B) Random Rubble Masonry
472
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. A) PCC Grade M15 (P) Height upto 5 m
16.8
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and Technical Specification A) RCC Grade M20 Case I:- Using concrete mixer (i) For solid slab super structure, 22-30% of (a+b+c) p) Height upto 5m
93.6
-
-
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
14
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material
332
-
-
Providing weep holes in Brick masonary/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.
640
-
-
RCC SLAB CULVERTS 6 mtrs Span- 2 NOS).
-
-
-
Excavation for structures (Earth work in excavtion 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 remaining earth locally for road work) (i) Ordinary Soil A) Manual Means (Depth up to 3m)
960.89
-
-
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)
75.7
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications. A) Coursed rubble masonary (First sort)
334.8
-
-
B) Random Rubble Masonry
113.69
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications. A) PCC Grade M15 (P) Height upto 5 m
2.4
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and Technical Specification A) RCC Grade M20 Case I:- Using concrete mixer For solid slab super structure, 22-30% of (a+b+c) p) Height upto 5m
45.39
-
-
a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications.
5.73
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. A) Granular material
45
-
-
Providing weep holes in Brick masonary/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.
88
-
-
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