Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Civil Works
Eprocure
Opening Date30 Dec 2019
Closing Date13 Jan 2020
Tender Amount₹ 16,12,00,000
Costs
EMD
₹ 32,24,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Yzd/nit/ 2019-20/crf/01
Description
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Contact
Tender Id
2019_PWDAP_300_1Bid Award Id
ViewTender No
YZD/NIT/ 2019-20/CRF/01Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachalpwd.org
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Documents
BOQ Items
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Sinking 1500mm dia bore holes in all type of soil including clay, sand belt but execluding boulder & rock belt.
25
-
100
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Sinking 1500mm dia bore holes underwater
25
-
100
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Drilling NX size bore hole in refusal/bed rock in continuation of boring
10
-
100
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Collection of disturbed & undisturbed soil samples and water samples for laboatory testing
27
-
100
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conduting standard penetration Test(SPT) at 1.50mtr intervals or at every identifiable change of strate, whichever met earllier
18
-
100
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Laboratory tests on disturbed & undistrubed soil samples includes follows
-
-
-
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Natural Moisture content(NMC)
20
-
100
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Siev & Hydrometer Analysis
20
-
100
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Atterbarg limits & soil classification
20
-
100
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Specific gravity
20
-
100
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Bulk & dry density
20
-
100
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Unconfined compressive strength
20
-
100
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Triaxial test
20
-
100
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Consolidation Analysis
20
-
100
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Laboratory tests of rock cross samples obtained may be done fine out following
-
-
-
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Specific gravity
3
-
100
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Shear strength(unconfined compression, or direct shear)
3
-
100
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Visual indentification for Texture structure, composition, colour grain size petography
1
-
100
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Carring out chemical tests analysis of soil & water samples PH sulphate, chloride andother organic content in mm & in percentage
1
-
100
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Preparation and submission of detailed report off survey and sub soil investigation with recommendation in three copes
1
-
100
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Study of sub soil report, analysis, design and detailing of double lane RCC/Steel Girder composite/PSC Girder superstructure of total length of 90mtrs. Also design of abutment and pier, design of well foundation for the abutment and pier including preparation of detailed working drawings and bill of quantities complete as per direction of engineer incharge
1
-
100
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SH:-SITE CLEARANCE & DEVELOPMENT
-
-
-
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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 Mechanical Means
-
-
-
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In area of light jungle
1.6
-
100
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Dismantling of Fencing (Dismantling of barbed wire fencing/ wire mesh fencing including posts, foundation concrete, back filling of pit by manual means including disposal of dismantled material with all lifts and up to a lead of 1000 metres, stacking serviceable material and unserviceable material separately. )
510
-
100
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Removal of Telephone / Electric Poles and Lines (Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately)
30
-
100
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Site Development: Execavation in Hill Area in Soil by Mechanical Means (Excavation in soil in hilly area by mechanical means including cutting and triming of side slopes and disposing of excavated earth with lifts and lead upto 1000 metres)
10380.99
-
100
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Foundation=2Nos.
-
-
-
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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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(Quantity with work place)
-
-
-
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Ordinary soil
-
-
-
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Mechanical Means
-
-
-
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Depth above 6m
1173.48
-
100
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Providing and constructing temporary island 16 m diameter for construction of well foundation for 8m dia. Well.
-
-
-
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Assuming depth of water 4.0 m and height of island 4.5 m.
2
-
100
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Providing and constructing one span service road to reach island location from one pier location to another pier location
60
-
100
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Providing and Installation of Steel driven Piles with Corrosion resistant/Treated Structural Steel including welding of joints, fabrication of Shoe,Cap etc, as per detailed drawing and specification complete and as per direction of the Engineer in-charge.
-
-
-
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8mm inner plate 62.80Kg/Sqm
48.08
-
100
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Bored cast-in-situ M35 grade R.C.C. pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1000 mm)
258
-
100
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Cement concrete for reinforced concrete in pile cap complete as per drawing and Technical Specification
-
-
-
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RCC Grade M35
-
-
-
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Using concrete mixer.
54
-
100
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Levelling course for Pile cap
-
-
-
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Providing and laying of PCC M15 levelling course 100mm thick below the pile cap.
28.27
-
100
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Supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
45.04425
-
100
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SUB-STRUCTURE=2 Nos.
-
-
-
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
-
-
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RCC Grade M25
-
-
-
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Height 5m to 10m
-
-
-
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Using concrete Mixer
409.12
-
100
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
32.75668
-
100
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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
-
100
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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
586.74
-
100
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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 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
353.28
-
100
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SUPER-STRUCTURE
-
-
-
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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 M 30
-
-
-
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Using Concrete Mixer
-
-
-
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For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
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Height 5m to 10m
138.38
-
100
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PSC Grade M-40
-
-
-
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Using concrete mixer.
-
-
-
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For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
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Height 5m to 10m
32.1
-
100
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
16
-
100
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
20
-
100
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Strutural steel work such as bearing plate, 100mmdia steel tube & HT bolt 50mm dia as per direction of Engineer-in-charge and drawing.(Steel work similar to item 12.10 for cutting edge is cosidered for rate.)
5.3
-
100
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Providing, fitting and fixing mild steel railing complete as per drawing and Technical Specification
246
-
100
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Drainage Spouts complete as per drawing and Technical specification
76
-
100
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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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Over Deck slab at top
41.97
-
100
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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).
300.99176
-
100
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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 all respect including transportation and handling supply of allapproved drawings complete in 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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A COMPOSITE BRIDGE
-
-
-
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Case (i) Upto 40m single span or in Multiples tonne
300.99176
-
100
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Boundary pillar (Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting)
404
-
100
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SH:- F/C Approach Road =2.800KM
-
-
-
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Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 metres (average lead50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections
29074.38
-
100
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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 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
26258.86
-
100
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Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.)
-
-
-
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Mechanised
21156.49
-
100
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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))
-
-
-
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Mechanical means
1000
-
100
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SH:- R/Wall=65mtr.
-
-
-
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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
250.445
-
100
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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.)
11.115
-
100
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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
204.685
-
100
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Dry rubble Flooring
219.115
-
10
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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
109.72
-
10
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SH:- Slab Culvert 1.00 mtr Span=4Nos.
-
-
-
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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
304.92
-
10
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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.)
66.12
-
10
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
-
-
-
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Coursed rubble masonry (first sort )
167.2
-
10
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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
2.16
-
10
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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, 20-30% of (a+b+c)
-
-
-
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Height upto 5m
8.96
-
10
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Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
1.828
-
10
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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
80
-
10
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
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a) Granular material
14.96
-
10
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SH:- Slab culvert 2.00 mtr 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.)
-
-
-
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Ordinary soil
-
-
-
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Manual Means
-
-
-
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upto 3 m depth
355.8
-
10
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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.)
88.32
-
10
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Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
-
-
-
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Coursed rubble masonry (first sort )
324.96
-
10
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Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications
-
-
-
... More
PCC Grade M15
-
-
-
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Height upto 5m
3.84
-
10
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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
-
-
-
... More
For solid slab super-structure, 20-30% of (a+b+c)
-
-
-
... More
Height upto 5m
20.72
-
10
... More
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
2.98
-
10
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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
144
-
10
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
-
-
-
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a) Granular material
129.6
-
10
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SH:- PAVEMENT WORK =2.950 km
-
-
-
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SH:-SUB-GRADE
-
-
-
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Preparation of sub-grade by excavating earth to an average depth of 22.50 cm, dressing to camber and consolidating with road roller, making good the undulations etc. and disposal of surplus earth, lead upto 50 m.
16865.15
-
10
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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.
16865.15
-
10
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SUB-BASE COURSE
-
-
-
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Granular Sub-Base with Close Graded Material (Table:- 400-1)
-
-
-
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Plant Mix Method
-
-
-
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Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power r
-
-
-
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for grading- I Material
2529.89
-
10
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BASE COURSE
-
-
-
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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.)
-
-
-
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By Mechanical Means:
-
-
-
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Grading- II (Using Screening Crushable type such as Moorum or Gravel)
-
-
-
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Using Screening Type-A (13.2mm Agg.)
1264.93
-
10
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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.)
1264.93
-
10
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SURFACING
-
-
-
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Prime Coat
-
-
-
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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.
16865.888
-
10
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Tack Coat
-
-
-
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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.
16865.888
-
10
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Open - Graded Premix Surfacing
-
-
-
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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 pr
16865.888
-
10
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Seal Coat
-
-
-
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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
16865.888
-
10
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