Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date6 Nov 2024
Closing Date14 Nov 2024
Tender Amount₹ 2,40,45,204
Costs
EMD
₹ 5,67,467Document Cost
₹ 6,298Tender Fee
Refer Documents
Summary
Construction Of 18m Wide Road, Drain And Culvert Along Bulk Land At I.a. Sarojini Nagar Distt. Lucknow.
Description
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Contact
Tender Id
2024_SIDC_971413_1Tender No
CD-7(51) Dt. 29.07.2024Tender 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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Earth work in embankment with caretd earth from an averege distance of 5.0 km distance from site of work digging at source & loading in to trucks and unloading at site spreading in 20.0cm layer level with cartage of earth Royelty of earth all labour T&P required for prpper complition of work and as per direction by engineer in charge.
5652.45
278
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Mechanical compaction of earth in filling to achive 95%procter density of earth, the compaction shall be done preferebly with the help of roller 10 ton static weight and subssequent shall be tested acepeted by Engineer in charge.
5652.45
10
-
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Construction of granular sub-base by providing coarse graded Material,( Grading - I ) 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
901.79
4304
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Providing, laying, spreading and compacting graded stone aggregate (Table 400-13) to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller of minimum static weight of 80 to 100kN to achieve the desired density, complete as per Clause 406
553.99
4555
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Providing and applying primer coat with bitumen emulsion (VG-10) on prepared surface of Wet Mix Macdam Base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm(Table 500-3) using mechanical means, complete as per Clause 502
2215.95
60
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Providing and laying 70mm bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes lper hour using crushed aggregates of Grading - 2 (19mm, Table 500-7), premixed with bituminous binder( VG-30 ) @ 3.40 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratiory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 504
39.27
8888
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Providing and applying tack coat with bitumen emulsion (VG-10) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.( As per Clause 503 )
2215.95
10
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Providing and laying 40mm thick bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of Grading-2 ( Table 500-17), premixed with bituminous binder (VG-30) @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects
2215.95
460
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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.
141.02
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.
342.33
324
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Earth work in excavation in ordinary soil, excavation should be in the regular form of pits not exceding 0.50 mtr, in depth, including dressing the surface to required levels and slopes and also including 1.5 M. lift and 30M. Lead the earth from cutting to be used for embarkment inclusive of cost shifting of surplus earth upto 30 Mtr. distance average distance from site, as directed by engineer in charge.
2994.7
197
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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.
166.46
6099
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R.C.C. work with cement approved coarse sand and 2cm. (3/4") gauge approved stone grit in the proportion 1:2 :4 (1 Cement:1.5 coarse sand :3 stone grit 20mm aggregate) in slabs of doors and windows excluding supply of reinforcement and its bending but including its fixing and binding the same necessary with 24 BWG binding wire and including necessary centering and shutteing etc. and also including supply of materials sabour and tools and plants etc. required for proper completion of the work strength of the concrete shall not be less than M-200.
551.39
8623
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Mild steel or iron in plan work shch as reinforced concrete or reinforced brick work (when not included in over all rates) wrought to required shape as necessary including bending for proper completion of the work and including supply of steel its wastage bend hooks and authorized overlapping shall be measured up to floor two level.
661.04
7880
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Provding and fixing unplasticised Rigid PVC rain rain water pipes 100mm diameter conforming to IS:13592
19.3
230
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Finishing walls with Premium Acrylic Smooth exterior paint with silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm).
10.3
123
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First Class brick work in 1:4 cement and Coarse sand mortar in foundation and plinth 3 including supply of all materials, labour and TSP etc. required for proper completion of the work.
63.6
6199
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80 mm thick Paver block of M-35 grade with approved coloured design and pattern Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge.
1580
979
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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 the Engineer-in-charge in the proportion as specified by the manufacturers including supply of all material, labour and T&P etc. required for proper completion of the work including proper curing and shuttering as necessary.
181.7
372
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