Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date13 Feb 2024
Closing Date20 Feb 2024
Tender Amount₹ 4,80,24,518
Costs
EMD
₹ 4,80,250Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_PWDAP_1664_1Bid Award Id
ViewTender No
YA/NIT/SIDF/2023-24/06Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
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Embankment construction with Material obtained from Borrow Pits. (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
511.5
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-
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SH: RETAINING WALL- 45.00M LENGTH & 3 M HEIGHT
-
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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 Manual means
Upto 3.00 mtr.
174.38
-
-
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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.)
10.45
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-
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Random Rubble Masonry
205.2
-
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A) Granualar material
81
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-
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12mm Cement Plaster 1:4 ( 1 cement :4 fine sand)
63.45
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-
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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.
40
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-
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SH: RETAINING WALL- 35.00M LENGTH & 2 M HEIGHT
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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 Manual means
Upto 3.00 mtr.
75.6
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-
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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.)
5.25
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-
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Random Rubble Masonry
78.26
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-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A) Granualar material
41.65
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-
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12mm Cement Plaster 1:4 ( 1 cement :4 fine sand)
46.53
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-
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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.
22
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SH: RETAINING WALL- 24.00M LENGTH & 1.5 M HEIGHT
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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 Manual means
Upto 3.00 mtr.
13.2
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-
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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.)
2.28
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-
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Random Rubble Masonry
27.54
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-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A) Granualar material
31.68
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-
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12mm Cement Plaster 1:4 ( 1 cement :4 fine sand)
33.84
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-
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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.
16
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SH: RETAINING WALL- 15.00M LENGTH & 1 M HEIGHT
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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 Manual means
Upto 3.00 mtr.
7.5
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-
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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.)
1.2
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-
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Random Rubble Masonry
9
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-
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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.
10
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SH: RCC RETAINING WALL- 20.00M LENGTH & 3 M HEIGHT
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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.
21
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Providing and laying in foundations and plinth cement concrete 1 : 3 : 6 (1 cement : 3 coarse sand : 6graded stone aggregate 40 mm nominal size) excluding the cost of centring and shuttering.
4
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Reinforcement of RCC work including bending, binding and placing in position complete.
b) Cold twisted bars.
2577.95
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Centring and shuttering including strutting, propping etc and removal of form work for :
a) Foundation, footings, bases of columns etc. and mass concrete.
13.2
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b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
122.25
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Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and reinforcement in :
b) 1 : 1.5 : 3(1 cement : 1.5 coarse sand : 3 stone aggregate 20 mm nominal size).
15
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Reinforced cement concrete in retaining wall (any thickness) including attached pillasters, buttresses, plinth and string courses, fillets etc from top of foundation up to floor two level excluding cost of centring,shuttering and reinforcement in :
a) M20 (1 cement : 1.5 Coarse Sand : 3 stone aggregate 20 mm nominal size).
22.5
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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
26
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-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
a) Granular material
105
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-
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RETAINING WALL- 30.00 M LENGTH & 7 M HEIGHT
-
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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 Manual means
Upto 3.00 mtr.
215.25
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-
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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.)
9.6
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-
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Random Rubble Masonry
403.05
-
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
A) Granualar material
67.5
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-
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12mm Cement Plaster 1:4 ( 1 cement :4 fine sand)
37.8
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-
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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.
54
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BREAST WALL- 130.00MLENGTH & 2.50M HEIGHT
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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 Manual means
Upto 3.00 mtr.
312
-
-
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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.)
22.1
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-
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.
Random Rubble Masonry
352.3
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-
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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.
168
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CC PAVEMENT (6 M WIDTH)
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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 theundulations etc. and disposal of surplus earth, lead upto 50 m.)
3899.7
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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
3899.7
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Cement Concrete Pavement
Construction of unreinforced ,dowel jointed,plain cement concrete pavement over a prepared subbase 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 for M40 grade having mininum 28 day flexual strength of 4.5 Mpa, using approved admixures, transport 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 filter, seperation memberane, sealant primer, joint sealent debonding strip dowel br, tie rod, admixtures as approved curing compound, finishing to lines and grades asper drawing.
584.96
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CC PAVEMENT (2 M WIDTH)
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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 theundulations etc. and disposal of surplus earth, lead upto 50 m.)
2100
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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
2100
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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 rotvator at OMC, and compacting with vibratory roller to achive the desired density, complete as per clause 401.
a) Grading I Material
315
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Cement Concrete Pavement
Construction of unreinforced ,dowel jointed,plain cement concrete pavement over a prepared subbase 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 for M40 grade having mininum 28 day flexual strength of 4.5 Mpa, using approved admixures, transport 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 filter, seperation memberane, sealant primer, joint sealent debonding strip dowel br, tie rod, admixtures as approved curing compound, finishing to lines and grades asper drawing.
315
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RCC DRIAN WITH COVER SLAB
-
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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
Manual means(Depth up to 3 metres)
645.32
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Plain/Reinforced cement concrete in Open foundation complete as per drawing and technical specifications
A PCC Grade M15
47.89
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
28.8
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Plain/Reinforced Cement Concrete in Open foundation complete as per drawing and technical specifications
RCC Grade M20
313.49
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CC OPEN DRAIN
-
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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 backfilling withapproved material.)
I Ordinary soil
A Manual Means
(i) upto 3 m depth
677.88
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Plain/Reinforced cement concrete in Open foundation complete as per drawing and technical specifications
A PCC Grade M15
79.75
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Plain/Reinforced cement concrete in Open foundation complete as per drawing and technical specifications
B PCC Grade M20
246.38
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12 mm cement plaster 1 : 4 (1 cement : 4 fine sand) on the rough side of single or half brick wall.
1642.5
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R CCSLAB CULVERT(2M SPAN)
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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 backfilling with approved material (without de-watering)
I Ordinary soil
A Manual Means
(i) upto 3 m depth
113.4
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-
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Plain/Reinforced cement concrete in open foundatuion complete as per drawing and Technical specifications.
Using concrete mixer
PCC Grade M15
83.7
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-
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Supplying,fitting and placing HYSD bar reinforcement in super- structure complete as per drawing and technical specifications.
0.84
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-
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Plain/Reinforced cement concrete in open foundatuion complete as per drawing and Technical specifications.
Using concrete mixer
RCC Grade M20
7.8
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirments laid down in clause 2504.2.2 of MoRTH specification to a thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entier surface behind aboutment,wing wall n and return wall to the full height compacted to a firm condition complete as per drawing and Technical specification.
108
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EXTENSION OF CULVERT-(2.30M SPAN)
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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 backfilling with approved material (without de-watering)
I Ordinary soil
A Manual Means
(i) upto 3 m depth
19.32
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-
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Plain/Reinforced cement concrete in open foundatuion complete as per drawing and Technical specifications.
Using concrete mixer
PCC Grade M15
13.47
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-
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Supplying,fitting and placing HYSD bar reinforcement in super- structure complete as per drawing and technical specifications.
0.14
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-
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Plain/Reinforced cement concrete in open foundatuion complete as per drawing and Technical specifications.
Using concrete mixer
RCC Grade M20
1.06
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-
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirments laid down in clause 2504.2.2 of MoRTH specification to a thickness not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entier surface behind aboutment,wing wall n and return wall to the full height compacted to a firm condition complete as per drawing and Technical specification.
4.14
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REPAIR OFEXISTING RCC BRIDGE (16M SPAN)
-
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Providing and laying Cement concrete wearing coat M-30 grade including reainforcement complete as per drawing and Technical Specifications
6.4
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