Public Works Department Tender
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Public Works Department - PWD Tender
Eprocure
Opening Date3 Feb 2020
Closing Date21 Feb 2020
Tender Amount₹ 23,83,37,000
Costs
EMD
₹ 33,83,370Document Cost
Refer DocumentsTender 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
2020_PWDAP_305_1Bid Award Id
ViewTender No
CD/DRG-2/RIDF/2018-19/02Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
Excavation in Hilly Areas in Hard Rock Requiring Blasting (Excavation in hilly areas in hard rock requiring blasting, by mechanical means including trimming of slopes and disposal of cut material with all lifts and lead upto 1000 metres.)
94671
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift (Ordinary and Hard Soil/Hard Shale, Soil containing shingle or small size boulders.
173563.5
-
-
Deduct for quantum of earthwork of all types disposal directly by throwing into the valley without involving any lead and lift. (Ordinary and Hard Rock)
142006.5
-
-
(SH: RCC Slab Culvert 1.50 m Span)
-
-
-
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.
3053.6
-
-
Ordinary soil
-
-
-
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.)
709.2
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
1818.48
-
-
Coursed rubble masonry (first sort )
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
172.8
-
-
PCC Grade M20
-
-
-
Height upto 5m
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
133.92
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
Height upto 5m
-
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
14.24
-
-
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 s
800
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
560
-
-
a) Granular material
-
-
-
(SH: RCC Slab Culvert 2 m Span)
-
-
-
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.)
1485
-
-
Ordinary soil
-
-
-
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.)
381.6
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
1416.9
-
-
Coursed rubble masonry (first sort )
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
14.4
-
-
PCC Grade M20
-
-
-
Height upto 5m
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
77.7
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
Height upto 5m
-
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
11.18
-
-
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
600
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
648
-
-
a) Granular material
-
-
-
(SH: RCC Slab Culvert 3 m 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 and backfilling with approved material
1327.4
-
-
Manual Means
-
-
-
Depth upto 3 m
-
-
-
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.
389.1
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
585.6
-
-
PCC Grade M15
-
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
365.6
-
-
Random Rubble Masonry
-
-
-
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
19.7
-
-
PCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
87.8
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
Height upto 5m
-
-
-
Reinforcement of RCC work including bending binding and placing in position complete.(a) Cold twisted/TMT bars
12.1
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
398.4
-
-
Granular material
-
-
-
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
400
-
-
(SH: RCC Slab Culvert 6 m Span)
-
-
-
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.)
523.8
-
-
Ordinary soil
-
-
-
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.)
136.8
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
804.78
-
-
Coursed rubble masonry (first sort )
-
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
3.24
-
-
PCC Grade M20
-
-
-
Height upto 5m
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
73.08
-
-
RCC Grade M20
-
-
-
Using Concrete Mixer
-
-
-
For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
Height upto 5m
-
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
7.59
-
-
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
180
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
302.4
-
-
a) Granular material
-
-
-
(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 a
1121.76
-
-
Ordinary soil
-
-
-
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.)
70.11
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
1291.09
-
-
Random Rubble Masonry
-
-
-
Dry Rubble flooring
503.48
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
358.75
-
-
Granular material
-
-
-
(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 with approved material.)
526
-
-
Ordinary soil
-
-
-
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.)
52
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
648
-
-
Random Rubble Masonry
-
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
300
-
-
Granular material
-
-
-
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
400
-
-
(SH: Kutcha Drain )
-
-
-
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))
15920
-
-
Manual Means
-
-
-
Surface Drains in Ordinary Rock (Construction of unlined surface drain of average cross sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and to the requirement of clause 301 to 309. Excavated material to be used in embankment at site.)
3980
-
-
Manual Means
-
-
-
(SH: RCC Bridge 40 Mtr. Span )
-
-
-
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.)
231.8
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
-
-
-
Ordinary rock (not requiring blasting)
231.8
-
-
Manual Means
-
-
-
Depth upto 3 m
-
-
-
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.)
49.65
-
-
Providing and laying RCC with M-35 concrete (1:1:2) (1 Cement: 1 sand : 2-20 mm nominal size of stone aggregate) in bearing cap, return wall, dirt wall, etc. excluding cost of and reinforcement complete as directed.
-
-
-
In abutment
24
-
-
In abutment Cap
3
-
-
In dirt wall, wing
74
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (C) PCC Grade M25 (p) Height upto 5m Case I Using concrete Mixer
127
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (D) PCC Grade M30 (p) Height upto 5m Case I Using concrete Mixer
49.65
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
15.34
-
-
Providing weep holes 10mm diameter with AC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per the drawing and technical specifications.
24
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
33
-
-
SUPER STRUCTURE
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. (E) PSC Grade M-40 Case 1 Using concrete mixer. (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m
390.34
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. (B) RCC Grade M25 Case 1 Using concrete mixer. (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m
-
-
-
a) In kerb
12
-
-
b) in approach slab
12
-
-
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space post for expansion, complete as per approved drawings and technicalbetween vertical specifications.
115
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
8
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
82.11
-
-
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification
1.26
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
153400
-
-
Elastomeric Slab Steel Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works.)
16.9
-
-
Drainage Spouts complete as per drawing and Technical specification
42
-
-
Mastic Asphalt Providing and laying 12mm thick mastic Asphalt wearing coarse on top of deck slab excluding primecoat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laied to required level.
368.9
-
-
PROTECTION WORK
-
-
-
Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
580
-
-
SUB- STRUCTURE
-
-
-
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.)
469.3
-
-
Ordinary soil
-
-
-
Manual Means
-
-
-
upto 3 m depth
-
-
-
Ordinary rock (not requiring blasting)
469.3
-
-
Manual Means
-
-
-
Depth upto 3 m
-
-
-
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.)
58.06
-
-
Providing and laying RCC with M-35 concrete (1:1:2) (1 Cement: 1 sand : 2-20 mm nominal size of stone aggregate) in bearing cap, return wall, dirt wall, etc. excluding cost of and reinforcement complete as directed.
-
-
-
In abutment
122
-
-
In abutment Cap
1.5
-
-
In dirt wall, wing
75
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (C) PCC Grade M25 (p) Height upto 5m Case I Using concrete Mixer
260
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (D) PCC Grade M30 (p) Height upto 5m Case I Using concrete Mixer
58
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
34.63
-
-
Providing weep holes 10mm diameter with AC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing face complete as per the drawing and technical specifications.
24
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
37
-
-
SUPER STRUCTURE
-
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. (E) PSC Grade M-40 Case 1 Using concrete mixer. (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m
157.41
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification. (B) RCC Grade M25 Case 1 Using concrete mixer. (i) For solid slab super-structure, 20-30% of (a+b+c) (p) Height upto 5m
-
-
-
a) In kerb
8
-
-
b) in approach slab
20
-
-
Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space post for expansion, complete as per approved drawings and technicalbetween vertical specifications.
65
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
9
-
-
Supplying, fitting and placing HYSD bar reinforcement in sub Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
36.94
-
-
Supplying, fitting and placing Mild steel reinforcement complete in sub-structure as per drawing and technical specification
1.07
-
-
Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
119800
-
-
Elastomeric Slab Steel Expansion Joint (Providing and laying of an elastomeric slab steel expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and clause 2606 of MoRTH specifications for road & bridge works.)
16.9
-
-
Drainage Spouts complete as per drawing and Technical specification
12
-
-
Mastic Asphalt Providing and laying 12mm thick mastic Asphalt wearing coarse on top of deck slab excluding primecoat with paving grade bitumen meeting the requirements given in table 500-29, prepared by using mastic cooker and laied to required level.
252.65
-
-
PROTECTION WORK
-
-
-
Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabain structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
568
-
-
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