Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date10 Nov 2022
Closing Date16 Nov 2022
Tender Amount₹ 98,42,517
Costs
EMD
₹ 98,425Document Cost
₹ 2,000Tender Fee
Refer Documents
Summary
Construction Of Approach Road At Passa School
Description
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Contact
Tender Id
2022_PWDAP_899_1Bid Award Id
ViewTender No
PKD/PSD/NIT/BE/2022-23/20Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
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BOQ Items
Excavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 Metres)
15176.7
-
-
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.
7588.35
-
-
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)
3794.18
-
-
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)
1897.09
-
-
SH: RCC Slab culvert 1.50 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 the excavated earth to the extent required and utilised the remaining earth locally for road work.)
(i) Ordinary soil (B) Mechanical Means upto 3 m depth
96.82
-
-
(ii) Ordinary Rock ( not requiring blasting)
(B) Mechanical Means up to 3 m Depth
96.82
-
-
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.)
13.28
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications.
PCC Grade M15 Height upto 5m
0.72
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For T-beam & slab, 25-35% of (a+b+c) Height upto 5m
2.52
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.48
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification.
Square Rubble Coursed rubble masonry( first sort )
30.03
-
-
Random Rubble Masonry
12
-
-
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
10
-
-
12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
6.46
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification . Granular material
10.8
-
-
SH: RCC Slab culvert 2.00 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 the excavated earth to the extent required and utilised the remaining earth locally for road work.) Ordinary soil Mechanical Means upto 3 m depth
123.12
-
-
Ordinary Rock ( not requiring blasting) Mechanical Means upto 3 m depth
123.12
-
-
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.)
17.04
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height up to 5M
0.72
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For T-beam & slab, 25-35% of (a+b+c) Height upto 5m
3.74
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.6
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification Square Rubble Coursed rubble masonry( first sort )
41.28
-
-
Random Rubble Masonry
16
-
-
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
14
-
-
12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
6.46
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
13.5
-
-
SH: RCC Slab culvert 4.00 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 the excavated earth to the extent required and utilised the remaining earth locally for road work.) Ordinary soil Mechanical Means upto 3 m depth
216.56
-
-
Ordinary Rock ( not requiring blasting) Mechanical Means upto 3 m depth
216.56
-
-
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.)
31.6
-
-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M15 Height up to 5M
1.08
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 Using Concrete Mixer For T-beam & slab, 25-35% of (a+b+c) Height upto 5m
9.66
-
-
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.25
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification
Square Rubble Coursed rubble masonry( first sort )
92.13
-
-
Random Rubble Masonry
60.96
-
-
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
30
-
-
12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
12.92
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
37.5
-
-
SH: Retaining Wall 2.00 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 Manual Means up to 3 m depth
29.41
-
-
Ordinary Rock ( not requiring blasting) Manual Means upto 3 m depth
12.59
-
-
Dry Rubble Flooring Construction of dry rubble flooring at cross drainage works for relatively less important works.
52.65
-
-
Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification Square Rubble Coursed rubble masonry( first sort )
56.76
-
-
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.
70.59
-
-
12 mm cement plaster 1 : 3 (1 cement : 3 fine sand).
28.47
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material
8
-
-
SH: GSB
-
-
-
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.)
4209.98
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-
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.
4209.98
-
-
Granular Sub-base with Close Graded Material (Table:- 400-1) By Mix in Place Method (Construction of granular sub-base by providing close 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) (i) for grading- I Material
1473.49
-
-
SH: Hume Pipe 1000mm
-
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-
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 back filling with approved material.) Ordinary soil Mechanical Means upto 3 m depth
10.13
-
-
Ordinary Rock ( not requiring blasting) Manual Means upto 3 m depth
6.75
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
1.69
-
-
Laying Reinforced Cement Concrete Pipe NP2/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP2/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 1000 mm dia metre
7.5
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification A Granular material
1.69
-
-
SH: Surface 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)) A. Mechanical means
550
-
-
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.) A. Mechanical means
450
-
-
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