Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date21 Sep 2024
Closing Soon21 Oct 2024
Tender Amount₹ 2,99,17,000
Costs
EMD
₹ 5,98,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Dimahasao District I.pghj Road To Rawaidisa Village Via Amlangbra Village
Description
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Contact
Tender Id
2024_PWRDW_39095_10Tender No
CE/EAP/ARRBP02TENDERS2024/23Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. C.Bottom Plug, PCC Grade M25 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
143.96
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. E. Top Plug , PCC Grade M25 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum Construction of Bridge PGHJ Road to Rawaidisa Village via Amlangbra village. ( Span 1 x 35 )
4.24
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. F. Well Cap RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
140.87
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Supplying, cutting, bending and fixing in position high yield strength deformed bars.Fe 500D
88.71
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Sinking of well for pier/abutment through any type of soil and sand.
For depth up to 10 M Construction of Bridge PGHJ Road to Rawaidisa Village via Amlangbra village. ( Span 1 x 35 )
20
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Sinking of well for pier/abutment through any type of soil and sand.
For depth from 10 M to 25 M Construction of Bridge PGHJ Road to Rawaidisa Village via Amlangbra village. ( Span 1 x 35 )
17.5
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Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. Construction of Bridge PGHJ Road to Rawaidisa Village via Amlangbra village. ( Span 1 x 35 )
4.09
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Providing and filling sand in between the top and bottom plugs with good sand in layers inclding compacting as directed. Construction of Bridge PGHJ Road to Rawaidisa Village via Amlangbra village. ( Span 1 x 35 )
187.45
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Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
110.37
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Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m
2.82
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010
Abutment, Abutment cap,Dirt wall ,Pier ,Pier cap,Pedestal, seismic arrestor, Riding Return wall, Fly Return wall ,U Return wall
18.64
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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 toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. Construction of Bridge PGHJ Road to Rawaidisa Village via Amlangbra village. ( Span 1 x 35 )
77.18
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material Construction of Bridge PGHJ Road to Rawaidisa Village via Amlangbra village. ( Span 1 x 35 )
137.21
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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 (1000 mm c/c) Construction of Bridge PGHJ Road to Rawaidisa Village via Amlangbra village. ( Span 1 x 35 )
48
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Supplying, fitting and fixing in position true to line and level POT-PTFE 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 stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of
MORTH&S Specification complete as per drawing and approved technical specification.
900
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Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format.
4
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Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department
4
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Plain/Reinforced cement concrete, (PSC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser D. PSC Grade M40 Case II Using Batching Plant, Transit Mixer and Concrete Pump
II. For T-beam & slab
b Height 5m to 10m Construction of Bridge PGHJ Road to Rawaidisa Village via Amlangbra village. ( Span 1 x 35 )
114.86
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump
79.02
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
7.98
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Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
15.96
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.
91.78
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
5.8
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
17.4
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
24.11
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface
4378.43
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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 instruction for installation).
17
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Providing and fixing drainage spouts as per MORT & H specifications.
14
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Span Load Test
Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt
1
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
150 mm Filter Media
137.01
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
300 mm Filter Media
274.01
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
196.78
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
0.08
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
256.48
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Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
1365.59
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
361.51
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Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
98.01
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means
46.69
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means
46.69
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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
473
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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or asdirected by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
550.54
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
ii) 600mm equilateral triangle
4
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
iv) 800mm x 600mm rectangular
4
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Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash
Barrier (Providing and erecting a "W" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
80
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
21
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Tree Plantation
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
6
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Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage)
12
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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage)
6
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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)
12
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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
6
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Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage)
12
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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
6
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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
12
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Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
6
-
-
Training related to Capacity Building
2
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A Provisional sum (Fixed Amount) for the items of Utility Shifting & Operational Health & Safetyof Rs. 5,78,038.00 (not to be changed by the Bidders in BOQ)
1
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