Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date3 Feb 2020
Closing Date21 Feb 2020
Tender Amount₹ 35,51,16,000
Costs
EMD
₹ 45,51,200Document 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_306_1Bid Award Id
ViewTender No
CD/DRG-2/2018-19/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://http://www.arunachalpwd.org/
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Documents
BOQ Items
(ii) Girth from 600 mm to 900 mm
150
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(iii) Girth from 900 mm to 1800 mm
50
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Clearing and Grubbing Road Land . (Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stackin of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.)
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By Manual Means:-
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A) In area of light jungle
4.8
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B) In area of thorny jungle
7.2
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Survey and Investigation :- Performing Preliminary survey, Detailed Survey , Sub- soil Investigation for bridges & Culverts, Design & Drawing, and preparation of Detailed Estimate for Expenditure Sanction & Technical Sanction estimates.
4
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(SH:- 1 (b) Formation Cutting)
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Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification Clause 1603.1)
51051.18
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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)
51051.18
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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 )
74875.06
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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.)
49916.71
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Deduct for quantum of earthwork of all type disposal directly by throwing in to the valley without involving any lead and lift ( Ordinary and Hard soil/Hard Shale, Soil containing Shingle or Small size boulders)
51051.18
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Deduct for quantum of earthwork of all type disposal directly by throwing in to the valley without involving any lead and lift ( Ordinary and Hard Rock)
62395.88
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Construction of Embankment with materialsdeposited from road way cutting ( Construction of embankment with approved materials deposited at road site from roadway cutting and excavation from drain and foundation of other structures graded and compected to meet requirement of table 300-2.
2879.2
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(SH:- 2 Cross Drainage)
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(SH:-2 (a) C/o RCC Box culvert (2.00 x 2.00) Mr)
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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 (without de-watering)
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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.
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20/ Using Concrete Mixer
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical SpecificationsRCC Grade M20/ Height upto 5m
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
-
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications Random rubble masonry.
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification
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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
-
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(SH:- 2 (b) C/o RCC Slab Culvert - 6.00 mtr span & 4.00 mtr height.)
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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.)
-
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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.)
-
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Stone masonry work in cement mortar 1:3 in foundation complete as per drawing and Technical Specification
-
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Random Rubble Masonry
-
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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
-
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
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RCC Grade M20
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Height upto 5m
-
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Using concrete Mixer
-
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
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RCC Grade M20
-
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Using Concrete Mixer
-
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For solid slab super-structure
-
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Height upto 5m
-
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a) Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
-
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Sand Filling in Foundation Trenches as per Drawing & Technical Specification
-
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15 mm Cement Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
-
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
-
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Pointing with cement mortar (1:3 ) on brick work in substructure as per Technical specifications . A) Flush Pointing)
-
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Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.
-
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A) Stone Masonary laid in cement morter 1:3
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(SH:-3 (a) Retaining wall 1.00 m length & 4.00 m height)
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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.)
-
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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.)
-
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
-
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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
-
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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
-
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(SH:-3 (b) Breast wall 3.80 m height)
-
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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.)
-
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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.)
-
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Stone masonry work in cement mortar 1:3 in foundation complete as drawing and Technical Specification
-
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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
-
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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
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(SH:-4 PAVEMENTS)
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(SH:- 4(a) Preparation of 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.)
-
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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.
-
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(SH:- 4 (b) W.B.M. - I)
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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
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By Manual Means
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Grading- I (Using Screening Crushable type such as Moorum or Gravel)
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Using Screening Type-A (13.2mm Agg.)
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(SH:- 4 ( c) 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
-
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Grading- II (Using Screening Crushable type such as Moorum or Gravel)
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Using Screening Type-B (11.2mm Agg.)
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(SH:-4 (d) 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
-
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Grading- III (Using Screening Crushable type such as Moorum or Gravel)
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Using Screening Type-B (11.2mm Agg.)
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(SH:- 4 (e) Black Toping)
-
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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.)
-
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Tack coat - 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.
-
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects) for Grading-I ( 13 mm nominal size )
-
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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)
-
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Case - I : Type A
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( SH :- 4 (f) Granular/ Metalled Shoulder.
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Granular Sub - Base with Coarse Graded Material ( Table :- 400 - 2)
-
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( Construction of granular sub- base by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with roravator at OMC, and compacting with vibratory roller to achiv the desired density, complite as per clause 401.)
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(i) For grading - I Materials
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( SH :- 5 Steel Girder Composite Bridge-40.00 mtr span)
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(Sh:-5 (a) Main bridge)
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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.)
-
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Ordinary soil
-
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Mechanical Means
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upto 3 m depth
1496.65
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Depth 3 m to 6 m cum
1496.65
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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
1864.199
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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.
403.392
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
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PCC Grade M15
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Height upto 5m
64.096
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RCC Grade M35
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Height upto 5m
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Using concrete Mixer
525.407
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RCC Grade M35
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Height 5m to 10m
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Using concrete Mixer
714.545
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PSC Grade M-45
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For solid slab/voided slab super-structure, 16-26% of cost of concrete (a+b+c)
-
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Height above 10m
11.288
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
-
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RCC/PSC Grade M35
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Using concrete mixer.
(ii) For solid slab super-structure, 18-28% of (a+b+c)
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Height above 10m
258
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Supply and fabrication of steel work at Fabricators workshop comprising of Main Girders, Cross Girders, Connecting plates,stringer, stiffening plates etc. from steel plates and structural steel of specified grades as per approved drawing including straightening,descaling, degreasing, cutting to size and shape, drilling, welding and grinding, supply of all MS/HTS shop or site bolts, nuts & washers,holding down bolts and nuts etc., trial assembling at workshop, one priming coat of shop paint with red lead paint conforming to IS-102 with all labour, material, cost of paints, consumables, stacking in protected condition etc. complete as per specification and as directed by the Engineer-in-Charge (Carriage cost from fabricator work shop to actual bridge site will be paid seperately).
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COMPOSITE BRIDGE
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Upto 40m single span or in Multiples
285
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Taking delivery of fabricated steelwork from stacks at site as necessary, assembling and erection of fabricated steel structure to proper line , level and camber as per approved drawings complete in all respect including transportation and handling supply of all fasterners. Painting of all exposed surfaces of steelwork after erection with one coat of red lead confirming to IS-102 and two coats Alumunimium paint to IS-2339, grouting of anchor bolts in position, including all labour, consumables, materials, machinery, tools and tackles complete as per specification and as directed by the Engineerin-Charge
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COMPOSITE BRIDGE
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Upto 40m single span or in Multiples
285
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
57.795
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Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specifications
94.358
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Supplying, fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications
38.7
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Bituminous Concrete (Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects)
-
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for Grading-I ( 13 mm nominal size )
43.2
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Mastic Asphalt (Providing and laying 25 mm thick mastic asphalt wearing course 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 antiskid surface with bitumen precoated fine-grained hard stone chipping of 13.2 mm nominal size at the rate of 0.005cum per 10 sqm and at an approximate spacing of 10 cm center to center in both directions, pressed into surface when the temperature of surfaces not less than 1000C, protruding 1 mm to 4 mm over mastic surface, all complete as per clause 515.)
432
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Drainage Spouts complete as per drawing and Technical specification
14
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Supplying, fitting and fixing in position true to line and level POTPTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completre assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC: 83 part-I & II respectively and other parts conforming to BS: 5400, section 9.1 & 9.2 and clause 2006 of MoRTH Specifications complete asper drawing and approved technical specifications.
-
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POT cum PTFE Bearing
4000
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Construction of RCC railing of M30 Grade in-situ with 20 mm nominal size aggregate, 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 between vertical post for expansion, complete as per approved drawings and technical specifications.
80
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
67.2
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Strip Seal Expansion Joint (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 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.)
24
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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.
127.447
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Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
-
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Stone/Boulder
254.894
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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
464
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Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces)
40
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(Sh:-5 (b) Protection work (CC R/wall of 4.00 mtr height)
-
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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.)
-
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-
Ordinary soil
-
-
-
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.)
-
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-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
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-
B) PCC Grade M20
-
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-
Case-I ) Using Concrete Mixure.
-
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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
-
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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
-
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( SH :- 6. C.C side 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
-
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-
Ordinary soil
-
-
-
Manual Means
-
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upto 3 m depth
-
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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.
-
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-
Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
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-
PCC Grade M20
-
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Using Concrete Mixer
-
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15 mm Cement Plaster 1:4 Cement Morter
-
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-
Neat cement Punning
-
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( SH :- 7. Road sign board and Km stone)
-
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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 encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium s
16.07
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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)
3
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