Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Road Construction
Eprocure
Opening Date11 Dec 2024
Closing Date31 Dec 2024
Tender Amount₹ 21,58,15,833
Costs
EMD
₹ 50,93,254Document Cost
₹ 8,850Tender Fee
₹ 8,850
Description
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Contact
Tender Id
2024_SIDC_982822_1Tender No
CD-7 (196) Dt.02.12.2024Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
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Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate (M-40) conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing
11519.51
8667
-
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Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
4114.28
5318
-
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Providing and laying of hot applied thermoplastic compound 2.5 mm. thick as per approved colour, layout and design including reflectorising glass beads @ 250 gms per sqm. area, thickness of 2.5 mm is exclusive of surface applied glass beads as per MORT & H specification No. 803. The finished surface to be level, uniform and free from streaks and holes rates to be inclusive of all taxes, royalty, VAT etc. all T & P/ machine material and labour required for proper completion of work.
2184.1
618
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Supply and fixing of raised pavement marker with Made of Plastic body of RPM Road Stud ( With Shank ) shall be moulded from ASA (Acrylic Styrene Acrylonitrite) or HIPS (High-Imoact Polystyrene) or Acrylonitrite Butadien Styrene (ABS) or Any other suitable matenal approved by the Engineer. The Marker shall support a load of 13.635 kg lested in accordance with ASTM D4280.The Reflective panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light eniring the lens face. Lenses shall be mouled of methyl methacrylate conforming to and the area of each retro-face shalls than exceed 130 mm. The rate shall include all materials, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge.
5352
324
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Construction of granular sub-base by providing coarse graded Material,( Grading-1) 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 roller to achieve the desired density, complete as per clause 401 of MORTH
9955.82
4449
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Laying of 80 mm thick pre modular inter locking paver tiles (30 MPA) over 15 cm compacted GSB including 4 cm thick coarse sand bed over preparedsurface including all labour T&P etc. required for proper completion of work.
25229.35
979
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Providing and laying Cement concrete 1:4:8 (1Cement :4 Coarse sand : 8 stone ballast 40 mm nominal size) and curing complete including cost of for work in foundation and floors.
296.18
5945
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First Class Brick work in 1:4 cement and coarse sand mortar in foundation and plinth including supply of all materials, Labour and T&P etc. required for proper completion of the work.
1035.38
5550
-
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2 CM (3/4") thick damp proof course with cement and approved coarse sand 1:2 with and including water proofing materials as ordered by Engineer-in-charge in the proportion as specified by the manufactures including supply of all material,labour and T&P etc. required for proper completion of the work including proper curing and shuttering as necesary.
2958.66
210
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Construction of embankment with approved material obtained from available land as permitted and approved by Engineer in charge and as per Technical specificatrion clause 301.3.4.1,with all lifts and leads,spreading ,grading to required slope and compacting to meet requirement of tables 300.1 and 300.02 as per Technical Specification Clause 301.5
32283.04
270
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Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil.
43765.78
12
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