Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date24 Aug 2022
Closing Date6 Sep 2022
Tender Amount₹ 18,91,85,000
Costs
EMD
₹ 28,91,850Document Cost
₹ 5,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_PWDAP_867_1Bid Award Id
ViewTender No
DMJ/DB-12/NIT/CRIF/2022-23/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
GEM & Bid Advisory Services
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Documents
BOQ Items
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In Area of thorny jungle
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Cutting of Trees, including Cutting of Trunks, Branches and Removal (Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit.)
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Girth from 300 mm to 600 mm
400
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Girth from 600 mm to 900 mm
300
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Girth from 900 mm to 1800 mm
150
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SH :FORMATION CUTTING
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Excavation in Soil with Dozer with lead upto 100 mtrs (Excavation for roadway in soil by Mechanical means including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
115495.88
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Excavation in Ordinary Rock with Dozer with lead upto 100 metres(Excavation for roadway in ordinary rock by deploying a dozer, 80 HP/JCB/Forland etc including cutting and pushing the cut earth to site of embankment upto a distance of 100 metres ( average lead 50 metres ), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross sections.)
94496.63
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SH : PAVEMENT-5.94 Km
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(SH: SUB GRADE)
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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 the undulations etc. and disposal of surplus earth, lead upto 50 m.)
39204
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(SH: EARTHEN SHOULDER)
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Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2)
1568.16
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(SH: SUB- BASE COURSE (W.B.M-I)
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Granular Sub-Base with Coarse Graded Material ( Table:- 400- 2)(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) for grading- I Material
4743.68
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(SH: BASE COURSE (W.B.M-II)
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means Grading- II (Using Screening Type-A 13.2mm aggregate)
3136.32
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(SH: BASE COURSE (W.B.M-III)
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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density.) By Manual Means Grading- III ( Using Screening Type-B (11.2mm Agg.)
2874.96
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(SH: SURFACE COURSE)
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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.)
35937
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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.
35937
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Open - Graded Premix Surfacing (Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates 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.) Case-I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
35937
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Seal Coat (Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A and B seal coats) Case - II : Type B (Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and penetration bitumen of suitable grade.)
35937
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CROSS-DRAINAGE WORKS
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(SH: RCC Slab Culvert 1 m Span-20Nos.)
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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.)
1493.4
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Ordinary soil
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Manual Means
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upto 3 m depth
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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.)
235.2
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
801.14
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PCC Grade M15
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
122.88
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Random Rubble Masonary
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
36.36
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PCC Grade M20
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
48
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RCC Grade M20
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Using Concrete Mixer
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Height upto 5m
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
8.21
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
321.3
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Granular material
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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
560
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(SH: RCC Slab Culvert 2 m Span- 4 Nos.)
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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.)
452.48
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Ordinary soil
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Manual Means
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upto 3 m depth
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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.)
62.94
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
252.3
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PCC Grade M15
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
48.61
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Random Rubble Masonary
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
9.19
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PCC Grade M20
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
18
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RCC Grade M20
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Using Concrete Mixer
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Height upto 5m
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.52
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
81.69
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Granular material
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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
112
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(SH: RCC Slab Culvert 3 m Span-2 No.)
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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.)
384.5
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Ordinary soil
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Manual Means
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upto 3 m depth
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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.)
44.88
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
142.95
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PCC Grade M15
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
55.2
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Random Rubble Masonary
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
5.28
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PCC Grade M20
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
13.13
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RCC Grade M20
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Using Concrete Mixer
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Height upto 5m
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.4
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
87
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Granular material
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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
96
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(SH: RCC Slab Culvert 6 m Span- 1No.)
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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.)
484
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Ordinary soil
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Manual Means
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upto 3 m depth
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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.)
25.8
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
157.13
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PCC Grade M15
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
131.2
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Random Rubble Masonary
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
5.08
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PCC Grade M20
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Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
24
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RCC Grade M20
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Using Concrete Mixer
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Height upto 5m
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.35
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
144
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Granular material
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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
90
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RCC BRIDGE 20 Mtr. Span - 1 No.
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(SH: Foundation at each Bank)
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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
2159.44
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Ordinary Soil
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Manual Means
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Above 6 m depth(with de-watering)
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Ordinary Rock (not requiring blasting)
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Manual Means (with de-watering)
2159.44
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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.
34.51
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
118.13
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E) RCC Grade M25
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Case I.Using Concrete Mixer
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Supplying,fitting and placing HYSD bar reinforcement in Foundation as per drawing and Technical Specifications
7.96
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(SH: Sub-Structure at each Bank)
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Plain/Reinforced Cement Concrete in sub-structure complete as per Drawing and Technical Specifications.
123.89
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RCC Grade M25
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Height 5 m to 10 M
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Using Concrete Mixer
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Plain/Reinforced Cement Concrete in sub-structure complete as per Drawing and Technical Specifications.
13.15
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RCC Grade M30
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Height 5 m to 10 m
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Using Concrete Mixer
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Plain/Reinforced Cement Concrete in sub-structure complete as per Drawing and Technical Specifications.
1.92
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RCC Grade M35
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Height upto 5 m
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Using Concrete Mixer
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Supplying,fitting and placing HYSD bar reinforcement in sub-structure as per drawing and Technical Specifications
20.99
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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
82
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
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Granular material
1869.87
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Sandy Soil
1869.87
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid done in clause 2504.2.2 of MoRTH specification 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,wingwall, and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
106.5
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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 specification complete including all accessories as per drawing and Technical Specifications
1500000
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(SH: Super-Structure)
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure complete as per drawing and Technical Specification
88.72
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c) RCC Grade M25
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Case I Using Concrete Mixer
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(ii) For T-Beam & Slab,25-35% of (a+b+c)
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q) Height 5-10 m
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure complete as per drawing and Technical Specification
9.99
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c) PSC Grade M40
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Case I Using Concrete Mixer
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(ii) For T-Beam & Slab,25-35% of (a+b+c)
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q) Height 5-10 m
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Supplying,fitting and placing HYSD bar reinforcement in super-structure as per drawing and Technical Specifications
21.09
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Mastic Asphalt ( Providing and laying 12 mm thick mastic asphalt wearing course on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500-29,prepared by using mastic cooker and laid to required level and slope after cleaning the surface,including providing anti skid surface with bitumen precoated fine grained hard stone chipping of 9.5 mm nominal size at the rate of 0.005 cum per 10 sqm and at an approx,spacing of 10 cm centre to centre in both directions,pressed into surface when the temperature of the surface not less than 100 deg.C,protruding 1 mm to 4 mm over mastic surface,complete as per clause 515 )
114.95
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Drainage spouts complete as per drawing and technical specifications
10
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P.C.C M15 grade levelling course below approach slab complete as per drawing and technical specifications
6.14
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Reinforced Cement Concrete approach slab including reinforcement and formwork complete as per drawing and technical specifications
11.7
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Providing and laying of an elastomeric slab seal expansion joint,catering to right or skew (less than 20 deg, moderately maximum horizontal movement upto 50 mm ,complete as per approved drawing and approved specifications to be installed by manufacturer/supplier or their authorised representative ensuring compliance to the manufacture's instructions for installation and clause 2606 of MoRTH specification for Road & Bridge
13
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PROTECTION WORKS
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(SH: Retaining Wall 4.0m Ht- 220 Mtr.)
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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.)
435.6
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Ordinary soil
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Manual Means
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upto 3 m depth
-
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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.)
138.6
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
1096.1
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Random Rubble Masonry
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
528
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Granular material
-
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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
660
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(SH: Retaining Wall 3.0m Ht- 190 Mtr.)
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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.)
501.6
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Ordinary soil
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Manual Means
-
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upto 3 m depth
-
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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.)
114
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
714.78
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Random Rubble Masonry
-
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
285
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Granular material
-
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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
380
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(SH: Breast Wall 3.0m Ht - 150 Mtr.)
-
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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.)
495
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Ordinary soil
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Manual Means
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upto 3 m depth
-
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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.)
60
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
540
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... More
Random Rubble Masonry
-
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... More
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
360
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... More
Granular material
-
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... More
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
300
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DRAINAGES - 6.00 Km
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(SH: CC Drain -2.5 Km)
-
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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.)
900
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... More
Ordinary soil
-
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-
... More
Manual Means
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upto 3 m depth
-
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... More
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.
210
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... More
Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
532.5
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... More
PCC Grade M15
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... More
(SH: Kutcha Drain-3.5 Km)
-
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Excavation in Soil by Manual Means. (Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)
840
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Excavation in ordinary rock by manual means (Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 metres )
1960
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MISCELLANEOUS
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(SH: Road Sign Boards, etc.)
-
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Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting,2 mm thick with area notbexceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45x45x60 cm,60 cm below ground level as per approved drawing
38.86
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Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc)
-
-
-
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5th kilometre stone (precast)
2
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Ordinary Kilometer stone (Precast)
7
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