Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date19 Jul 2024
Closing Date26 Jul 2024
Tender Amount₹ 10,43,80,300
Costs
EMD
₹ 10,43,803Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDAP_1893_1Bid Award Id
ViewTender No
PLND/CRIF/2023-24/001Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
GEM & Bid Advisory Services
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BOQ Items
Excavation in Hilly Area in Ordinary Rock by Mechanical Means not Requiring Blasting. (Excavation in hilly area in ordinary rock not requiring ballasting by mechanical means including cutting and trimming of slopes and disposal of cut material with all lift and lead upto 1000 metres )
29771.77
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-
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)
19847.85
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-
SH:- GSB LAYING
-
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-
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.
12631.5
-
-
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.
12631.5
-
-
Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-I Material
947.37
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-
Granular Sub-Base with Close Graded Material (Table:- 400-1) Construction of granular sub-base by Plant Mix Method providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 c) Material For Grading-II Material
947.37
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-
SH:- RCC BOX CULVERT (1.50x1.50 m) - 05 Nos
-
-
-
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.
Ordinary soil
Manual Means
upto 3 m depth
203.33
-
-
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.)
25.48
-
-
Centring and shuttering including strutting, propping etc and removal of form work for (a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
266
-
-
Centring and shuttering including strutting, propping etc and removal of form work for c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
57
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M15
Height upto 5m
76.65
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M20
Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c)
Height upto 5m
22.05
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
4.88
-
-
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 sp
100
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
279.3
-
-
15mm cement plater 1:6 (1 cement : 6 fine sand)
226.2
-
-
SH:- RCC BOX CULVERT (2.0x2.0 m) - 02 Nos
-
-
-
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.
Ordinary soil
Manual Means
upto 3 m depth
121.68
-
-
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.)
11.24
-
-
Centring and shuttering including strutting, propping etc and removal of form work for (a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
112
-
-
Centring and shuttering including strutting, propping etc and removal of form work for c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
28
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M15
Height upto 5m
30.66
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M20
Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c)
Height upto 5m
10.92
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-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.22
-
-
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 sp
40
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
231.42
-
-
15mm cement plater 1:6 (1 cement : 6 fine sand)
117
-
-
SH:- RCC BOX CULVERT (3.0x3.0 m) - 01 No.
-
-
-
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.
Ordinary soil
Manual Means
upto 3 m depth
100.98
-
-
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.)
6.86
-
-
Centring and shuttering including strutting, propping etc and removal of form work for (a) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
92.4
-
-
Centring and shuttering including strutting, propping etc and removal of form work for c) Suspended floors, roofs, landings shelves and their supports, balconies and chajjas (3.5 m height).
21
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
PCC Grade M15
Height upto 5m
23.13
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
RCC Grade M20
Using Concrete Mixer
For solid slab super-structure, 20-30% of (a+b+c)
Height upto 5m
7.56
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.73
-
-
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 sp
30
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification a) Granular material
91.41
-
-
15mm cement plater 1:6 (1 cement : 6 fine sand)
66.5
-
-
SH:- RCC Bridge (25.00 Mtr Span) - 01 No.
-
-
-
Foundation
1
-
-
Substructure( on both banks)
1
-
-
Superstructure
1
-
-
Approach Road
1
-
-
Protection Works
1
-
-
Laying and Jointing PVC Pipe. Heading
-
-
-
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 bottom and backfilling with approved material)
Ordinary Soil
Mechanical means
Depth upto 3.0m (With De-wataring)
543.05
-
-
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.)
42.87
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M 15
Height upto 5 m
600.22
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Random Rubble Masonry
63.93
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A) Granualar material
23.69
-
-
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
150
-
-
SH:- BREAST WALL - 259.501 M
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-
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 bottom and backfilling with approved material)
Ordinary Soil
Mechanical means
Depth upto 3.0m (With De-wataring)
583.88
-
-
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.)
58.39
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M 15
Height upto 5 m
797.97
-
-
Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications. Random Rubble Masonry
110.29
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A) Granualar material
42.82
-
-
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
260
-
-
SIDE DRAIN-2.975Km
-
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-
Earth work in excavation in foundation and trenches etc. in all kinds of soil (excluding soil containing 50% or more of shingle or small size boulders upto 30 cm size, saturated soil and rock), lift upto 1.50 m and stacking the excavated soil not more than 3 m clear from the edge of the excavation and returning the stacked soil in 15 cm layers, when required, into plinth sides of foundation etc consolidating each deposited layer by ramming and watering and then disposing of all surplus soil as directed within a lead of 50m.
2231.25
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-
Providing and laying cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) excluding the cost of centring an shuttering in:
a) Foundations and plinth
602.44
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-
Centering and shuttering including strutting , propping etc, and removal of form work for :- b) Walls including attached buttresses, pilasters etc.
6247.5
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-
12 mm Cement plaster in CM 1:4 (1 Cement : 4 Sand)
4908.75
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-
Neat Cement Punning
4908.75
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-
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