Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date16 Dec 2024
Closing Date20 Jan 2025
Tender Amount₹ 97,53,000
Costs
EMD
₹ 1,95,060Document Cost
₹ 2,926Tender Fee
Refer Documents
Summary
Kam/krc/sopd(g)/2024-25/14 Construction Of Shankar Nagar Bylane, Shiv Mandir Path, Umesh Kalita Path, Jyoti Path Bylane (footsteps Road) Under Sopd-g For The Year 2024-25.
Description
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Contact
Tender Id
2024_PWD_41075_3Bid Award Id
ViewTender No
No.GRC/NIT/510./2021 -22/Pt.I/2503 Dated.09.12.2024Tender 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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Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling,
watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412
250
730
-
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Construction of un reinforced, dowel jointed at expansion and construction joint only,plain cement concrete pavement, thickness as per design,over a prepared sub base,with 43 grade cement or any other type as per clause 1501.2.2 M30 grade ,coarse and fine aggregrette conforming to is:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a concrete mixer of not less than 0.2
cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel,laying and fixing of 125 micron thick polythene film,wedges,steel plates including levelling the formwork as per drawing) spreading the concrete with shovels,rakes,compacted using needle,screed and plate vibrator and finished in continuous operation including provision of contraction and expansion,construction joints,applying debonding strips,primer,sealant,dowelbars,near approaches to bridge/culverts and construction joints,admixture as approved,curingof concrete slabs for 14 days.
37.5
7726
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Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
I Ordinary soil
Upto 3 m depth
1333
129
-
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Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
1333
257
-
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Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3
604.45
2642
-
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803,1202 & 1203
A With crushed Stone
P.C.C grade M 15
Nominal mix 1:2.5:5 (Hand mixing)
377.8
6040
-
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Brick masonry work in cement mortar in substructure complete excepting pointingand plastering, as per drawing and technical specification Clauses 602, 603, 604,1202 & 1204
I In 1:3 cement mortar
285.9
8369
-
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Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical specifications
1338.8
147
-
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Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly painted on medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings
Clause 1706
1300
1626
-
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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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701
vi 600mm x 600mm square
10
6781
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