Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date12 Feb 2025
Closing Date11 Mar 2025
Tender Amount₹ 63,69,777
Costs
EMD
₹ 1,27,396Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Budpur Pairachali Road, Rcc Box Bridge, At 6.60 Km, Re-construction Of Damaged Wing Wall, Curtain Wall, Rigid And Flexible Apron, Embankment Protection Works Under Purulia Highway Division In The District Of Purulia.
Description
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Contact
Tender Id
2025_SH_815187_1Tender No
WBPWRD/EE/PHD/eNIT-05 /24-25Tender Authority
Public Works Roads Department ViewPurchaser Address
-Website
http://https://pwdroads.assam.gov.in/
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Documents
BOQ Items
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Epoxy bonding of new concrete to old concrete.
36.6
517
18922.2
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Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates,water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 MPa and workmanship conforming to clause 2807.6. (40 mm average thickness.)
31.62
261
8252.82
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Guniting concrete surface with cement mortar (25 mm nominal thick) applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification.
234
912
213408
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Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy
30
102
3060
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Sealing of cracks / porous concrete by injection process through nipples/Grouting complete as per Technical specification. (a) Cement Grout.
75
59
4425
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Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. By Mechanical Means, Cement Concrete.
20
470
9400
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge .In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth, With pumping out water including shoring as required.
277.63
124
34426.12
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Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local fine sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge.
12.73
621
7914.75
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Providing and laying Design Mix concrete for plain /cement concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding. PCC Grade M-15.
349.07
5140
1794418.77
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Plain /Cement Concrete in Substructure with coarse ggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per rawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. PCC Grade M20.
84.13
6336
533083.01
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Construction of flexible apron 0.750 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
130.5
2720
355074.84
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. (Using Brick Aggregates 40 mm down & coasre sand in 3 : 2 ratio))
165
1765
291324
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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.Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15.
330
5566
1836968.1
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Providing and laying Sand Blanket with medium sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including lighting, guarding, barricading and making 1.0 m wide earthen bundh on both the sides, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. (The payment is to be made on the basis of the finished compacted volume.)
216
724
156427.2
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. By using fine sand.
24.9
884
22013.59
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Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. (a) Two Coats.
169.6
99
16790.4
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Sub-Toal
1
1
5344669.74
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Sub-Toal
1
1
-5344669.74
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GST @18%
1
1
962040.55
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Sub-Toal
1
1
6306710.29
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Sub-Toal
1
1
-6306710.29
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Cess @ 1%
1
1
63067.1
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