Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date12 Mar 2025
Closing Date26 Mar 2025
Tender AmountRefer Documents
Costs
EMD
₹ 12,37,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge Over River Baatey At Bomchi Bomte Road To Connect Adc Hq, Kimin, Papum Pare District. Sh Rcc Composite Bridge 45 Mtr Span.
Description
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Contact
Tender Id
2025_PWDAP_2254_1Bid Award Id
ViewTender No
DD/2024-25/06Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://arunachaltenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Cartage charges of material
2
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Using concrete Mixer
879.6
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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 - Manual Means - Above 6.0m Depth
701.25
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Granular material
1041
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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
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Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
3055.35
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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.
3382.5
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(A) COMPOSITE BRIDGE. Case (i) Upto 40 M single span or Multiple.
215.48
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Ordinary soil
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For solid slab superstructure, 20-30% of (a+b+c)
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Water Bound Meccadum
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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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.)
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Height 5m to 10 M
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PCC M-15 Grade leveling course below approach slab complete as per drawing and technical specification.
11.34
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Cartage charges of material
1
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Mechanical Means
1007.24
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Earth Work & Preparation of Subgrade
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Cartage charges of material
1
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Case - I: Mechanical method using Penetration grade Bitumen and HMP of appropriate capacity not less than 75 tonnes/hour .
3382.5
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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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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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Using concrete mixer.
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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 lates 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 inprotected condition etc complete as per specification and as directed by the Engineer-in-Charge (Carriage cost from fabricator workshop to actual bridge site will be paid seperately)
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(A) COMPOSITE BRIDGE. Case (i) Upto 40 M single span or Multiple.
215.48
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Flexible Apron : Construction of flexible apron 1 M thick comprising of loose stone boulders weioghting not less than 40 Kg beond curtain wall
1278
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
25.31
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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 requisit type of screening/binding materials to fill up the interstices of coarse aggregate, watering & watering to the required density.
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(A) By Manual Means
(i) Grading- I (Using Screening Crushable type such as Moorum or Gravel)
(b) Using Screening Type-A (13.2mm Agg.)
338.25
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Cartage charges of material
1
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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 interstics of coarse aggregate, watering and compacting to the required density
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.Using Concrete Mixer - (c) RCC Grade M20
593.3
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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.)
3382.5
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Provididng weep holes in brick masonry/plain/ reinforcement 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 drwaing face, complete as per drawing and technical specifications.
320
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Plain/Reinforced cement concrete in sub-structure 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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APPROACH SLAB
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Above 6 m depth
671.5
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Gabian Structure for Erosion Control, River Training Works and Protection works (Providing and constructing gabian structures for erosion control, river training works and protection works with wire crates of size 2 m x 1 m x 0.3 m each divided into 1m compartments by cross netting, made from 4 mm galvanised steel wire @ 32 kg per 10 sqm having minimum tensile strength of 300 Mpa conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 mm x 100 mm, filled with boulders with least dimension of 200 mm, all loose ends to be securely tied with 4 mm galvanised steel wire.)
1845
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Reinforced cement concrete approach slab i/c reinforcement and form work complete as per drawing and technical specification.
22.68
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Black Topping
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
32.57
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Cartage charges of material
1
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Centring and shuttering including strutting, propping etc and removal of form work for :
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Hard Rock (Blasting Prohibited)
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Using concrete Mixer
393.66
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Toe Wall
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Carriage of steel (bridge patrs) from Guwahati to Site of work by mechanical transport i/c loading and un loading complete as per Engineer - In - Charge.
215.48
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
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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.
3075
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Granular Materials
1071.58
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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.)
53.17
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RCC Grade M 20 (Height 5M to 10 M)
444.33
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Dry Rubble Flooring
24.6
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S H : Approach Road - 410.00 Mtr.
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Supplying ,fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
25.49
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Manual Means (Depth upto 3 m)
2096.47
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b) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
1785.28
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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.)
63.75
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SH :- Superstructure
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Manual Means
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RCC DECKING
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Providing and Laying Filter material underneath pitching in slopes complete as per drawing and technical specification
12.3
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( r) Height above 10m
146.64
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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 - Manual Means - Depth upto 3 m
1239
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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.)
32.98
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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 drawing complete to all respect including transportation and handling supply of all fasterners. Painting of all exposed surfaces of steel work after erection with one coat of red lead conforming to IS-102 and two coats Aluminium 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 Engineer-in-Charge.
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SH :- Sub Structure
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Supplying, fitting and fixing in position true to line and level forged steel roller bearing conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
750
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Supplying, fitting and fixing in position true to line and level cast steel rocker bearing conforming to IRC: 83(Pt.-1) section IX and clause 2504- 2.2 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.
750
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Drainage Spouts complete as per drawing and Technical specification slab steel expansion joint, catering to right or skew (less than 20 deg., moderately )
20
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RCC Grade M35
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(A) By manual means
(iii) Grading- III (Using Screening Crushable type such as Moorum or Gravel)
(b) Using Screening Type-B (11.2mm Agg.)
253.69
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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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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification
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SH :- River Training Works - 200 Mtr
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SH : RCC Retaining Wall - 6.00 Mtr Ht.
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Supplying, fitting and placing HYSD Bars reinforcement in Sub structure Complete as per drawing and technical specification.
8.1
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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 interstics of coarse aggregate, watering and compacting to the required density
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Ordinary soil
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RCC Grade M35
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Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specifications
115.7
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Case - I : Type A
3382.5
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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.)
3075
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Plain/Reinforced cement concrete in open foundation complete as per Drawing and Technical Specifications.
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RCC Grade M35
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