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 Date8 Apr 2022
Closing Date18 Apr 2022
Tender Amount₹ 3,37,35,030
Costs
EMD
₹ 6,74,700Document Cost
₹ 6,931Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_SIDC_686169_1Bid Award Id
ViewTender No
cd_7_93_dt_16122021Tender 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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Providing laying spreading and compacting graded stone aggregate, grade-II(size range 53 mm to 0.075 mm) to wet mix macadam (WMM)specification including premixing the material wirh water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density , complete as per specified as per specifications as per specfication and direction of engineer-in-charge.
1132.2
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Providing and applying priming coat with bitumen on prepared surface of granular base I/c cleaning of road surface and spreading bitumen @ 0.6 kg/Sqm using machinical means.
4528.8
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Providing and laying Dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with Bituminous binder grade VG-30 @ 4.5 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.
452.88
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P/L 40 mm Thick Bituminous Concrete with 100-120 P TPH batch type HMP Prouding an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with Bituminous binder gradeV G 30 @ 5.5 percent of mix and filler, tronsporting the hot mix to work site, laying with hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller, to achieve required compaction as per MORTH Specification including tack coat with 0.30 KG per Sqm complete in all respect, including supply of all material, labour, T&P etc. as required for proper completion of the work.
4528.8
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Brick on edge pavement on patries with bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming, spreading a layer of 1 cm. 3/8' depth of local sand over the subgrade & including supply of all materials.
367.2
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Providing and laying of hot applied thermoplastic compound 2.5 mm. thick as per approved 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 frce 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.
240
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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.
96
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Dag-belling 15cm (6" ) on one line aligned with flage and jhandies as directed by Engineere- in -charge.
5400
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Earth work in embankment with carted 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 20.0 cm layer level with cartage of earth Royelty of earth all labour T&P required for proper complition of Earth and as per direction by engineer in charge. CBR Value of prepared subgrade by carted earth should not be less than 6 percent in any condition.
18292.8
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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 subsequent shall be tested CBR value should not be less than 6 percentage in any condition.
17121
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Excavation in foundation in ordinary Soil including lift uptoo 1.5 m and lead upto 30 m & including filling,watering and ramming of excavated earth into the trenches or into the space between the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by Engineer in charge.
1234.8
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P/L plain Cement concrete with 4.0 cm gauge apporved stone ballast with approved coarse sand and cemment in proportion of 8:4:1 I/c supply of all labour material T&P etc required for proper complition of work.
43.2
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R.C.C. work with cement approved coarse sand and 2cm. (3/4") gauge approved stone grit in the proportion 1:1.5 :3 (1 Cement:1.5 coarse sand : 3 stone grit 20 mm aggregate) in central verge 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 Labour and tools and plants etc. required for proper completion of the work.
178.2
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Providing and fixing unplasticised Rigid PVC pipes 100 mm diameter conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382 including all labour and T&P
1099.44
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Mild steel or iron in plan work such 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 as directed by Engineer in charge
139.9
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Finishing walls with Premium enamal 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).
702
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Providing and laying Cement concrete 1:5:10 (1Cement :5 Fine sand : 10 brick ballast 40 mm nominal size) and curing complete including cost of for work in foundation and floors.
156
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Class-150 brick work in 1:6 Cement and course sand morter in foundation and plinth including supply of all materials, labour and tools and plants, itc required for proper completion of the work.
445.2
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2.5 cm thick 1:2:4 plain cement concrete floor with cement, approved coarse sand and 2cm. (3/4") graded approved stone laid in panels finished with 3 mm. (1/8") flooring coat of neat cement or cement and marble dust in 5:1 as specified over uniform finish including supply of all materials, labour and T&P etc. required for proper completion of th work.
600
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Struck Pointing on brick work with cement mortar in 1:2 with consisting of one part cement & two parts of fine sand of 1.25 F.M. including supply of all materials, labour & T & Petc. Required for proper completion of the work.
840
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Flush Pointing on brick work with cement mortar in 1:2 with consisting of one part cement & two parts of fine sand of 1.25 F.M. including supply of all materials, labour & T&P etc. Required for proper completion of the work.
1200
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