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 Date27 Aug 2024
Closing Date5 Sep 2024
Tender Amount₹ 13,87,30,742
Costs
EMD
₹ 32,74,046Document Cost
₹ 8,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_SIDC_949640_1Bid Award Id
ViewTender No
CD_IX_21_Dt_19062024Tender 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.
18462.76
-
290.5
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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.
19412.76
-
12
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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
5279.07
-
4412.52
... More
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
3211.73
-
4612.78
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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
12846.9
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33.82
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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
899.28
-
12306.56
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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 )
12846.9
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11.3
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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
12846.9
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512.07
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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.
678.3
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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.
1646.66
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324
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Making& Maintening level pillar of average hight1.20M or as directed by Engineer incharge with brick work in 1:6 cement coarse sand mortor plastering with 1:6 cement ,fine sand mortor on road side face & top of pillar also I/C painting to demarcate thickness of each coat of metal including cost of all material labour T.&P. etc complete.
152
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1050
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Dag-belling 15cm (6" ) on one line aligned with flage and jhandies as directed by Engineere- in -charge .
11400
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2.5
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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.
725.06
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4400
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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.
3145.2
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8050
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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.
4052.95
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6350
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Provding and fixing unplasticised Rigid PVC rain water pipes 100mm diameter conforming to IS:13592
110.2
-
225
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Providing and laying in position ready mixed or site batched design mix cement concrete forreinforced cement concrete work; using coarse aggregate and fine aggregate derived fromnatural sources, Portland Pozzolana/Ordinary Portland/Portland Slag cement, admixtures inrecommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improvedurability and workability without impairing strength; including pumping of concrete to site laying, curing, carriage for all leads; but excluding the cost of centering, shuttering,finishing and reinforcement as per direction of the engineer-in-charge; for the M-30 grades of concrete.
258.6
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9080
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Centering and Shuttering including strutting, proping etc and removal of form work in foundation,footing,base.
58.5
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392.15
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Centering and Shuttering including strutting, proping etc and removal of form work in walls, parapet etc.
882.8
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842.5
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Centering and Shuttering including strutting, proping etc and removal of form work slab Sides.
265.19
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961.3
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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).
72.47
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92
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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.
9500
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905
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Class-150 brick work in 1:4 cement & Coarse sand motar in foundation & plint including supply of all materials, labour &tools & plant, itc required for proper completion oh the work.
262.2
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5500
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2.5 cm thick 1:2:4 plain cement concrte floor with cement approved coarse sand 2cm graded approved stone laid in panels finished with 3mm flooring coat of neat cement or cement & marble dust in 5:1 as specified over uniform finish including supply of all materils. labour & T&P etc.required for proper completion of the work.
874
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610
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