Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Eprocure
Opening Date14 Jul 2021
Closing Date29 Jul 2021
Tender AmountRefer Documents
Costs
EMD
₹ 5,89,366Document Cost
₹ 6,430Tender Fee
Refer Documents
Description
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Contact
Tender Id
2021_SIDC_603364_1Bid Award Id
ViewTender No
cd_5_23_dt_07072021Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
Consolidation of 45-63 mm gauge stone ballast for 10 cm.(loose) coat by road rollar including opening out stacks sorting ballast into different sizes, spreading stone in proper camber i/c leveling & dressing making mandhi to retain water and also i/c carriage of metals & water and T&P etc. required for proper completion of the work
141.25
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Consolidation of 22.4-53 mm gauge stone ballast for 10 cm.(loose) coat by road rollar including opening out stacks sorting ballast into different sizes, spreading stone in proper camber i/c leveling & dressing making mandhi to retain water and also i/c carriage of metals & water and T&P etc. required for proper completion of the work
211.25
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Bitumin painting over W.B.M. surface (Ist Coat Painting) including supply of 13.2 mm. gauge stone grit and bitumin including maintenance of road side patries and watering them during operation for proper completion of work as directed by the Engineer-In-Charge and also Including road roller charges and its fuel, the wages of fireman and Tar boller and also supply of material, labour and including priming coat T&P etc. required for completion of the work as per direction of Engineer-In-Charge.
1412.5
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.60 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
23342.8
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Providing and laying 50mm thick average compected thickness Bituminous macadam with 100 to 120 batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 3.3% by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade level and alignment, rolling with smooth wheeled vibrator and tandem roller achieve desired compaction as per MORTH Specification clause - 507 complete in all respect.
Bitumen use VG-30 grade @ 3.3%
1167.14
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Providing and applying tack coat with bitumen VG-10 using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.
23342.8
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Providing and laying 25mm thick semi dense bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5 Percent by weight of total mix and filler transporting the hot mix to work site, laying with hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and random rollers to achieve the desired compaction as per MORTH specifications clause 508 grading II complete in all respects. Bitumen shall be used grade VG-30.
23342.8
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Providing and laying of hot applied thermoplastic compound 2.50 mm thick (Road marking strips) including reflecturing glass beads @ 250 gm per sq. mtr. Area thickness 2.50 mm is exclusive of surface applied glass beads as per IRC - 35 the finished surface to be level, uniform and free from streaks and holes.
984.88
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Supply and fixing of pavement marker (Cat Eye) Type X-AS TMD - 4956-04 every dimension / 3 M (USA make) consisting of ASA flastic housing fitted with tightly adherent plotting compound the housing shall contain prismatic to glass covered prismatic reflective face reflect incident light i/c all taxes.
3157
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-
Taking out existing Kerb Stone of all types from footpath/central verge including removal of mortar etc. disposal of unserviceable material to the dumping ground and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-charge
160
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Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
8.4
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Dismentling floor to be stone flagged or tiled floor including stacking of dismantled materials as directed by Engineer-in-charge within a distance of 60 meters (200 feet).
400
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Wall painting (Three Coat) with plastic emulsion paint of approved brand and manufacture on decorative wall surface to give an even shade including thoroughly brushing the surface clean of all of dirt, grease loose pieces and prepare smooth. as per direction by Engineer-in-Charge.
56
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Supply & Fixing Chequerred precast cement concrete tiles 22 mm thick in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 Cement : 4 Coarse Sand)
400
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Providing and laying I shaped precast interlocking tiles of thickness 80 mm thick grey (comprasive strength not then 30 mpa and weight 4.50 kg) including 25mm thick local sand base levelling and dressing of surface to required level and slope filling joint with local sand all complete.
700
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Providing and fixing of Reflective Signs with a corrosion resistant 4mm thick aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC-67: 2010 retro reflective sheeting with MS angle frame of 35x3.
58.65
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Mild steel or Iron work in heavy sizes such as trusses, built up gates, record racks roof work, gates etc. brought to required form including drilling holes; rivetting or welding where necesaery and also including supply of steel, bolts, nuts etc. and their fixing required for proper completion of work.
2808.81
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Providing and laying cement concrete in 1:5:10 ( 1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) and curing complete including cost of form work in foundation and floors.
1.13
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Providing and laying cement concrete in 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size) and curing complete including cost of form work in foundation and floors.
21.41
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Excavation in foundation in ordinary soil (Loam, Clay or Sand) Including lift up to 1.50 m and lead upto 30 m and including filling watering and ramming of excavated earth in to the tranches or in to the Space between the building and the sides of foundation tranches or into the plinth and removal and disposal of surplus earth as directed by the Engineer in-charge upto a distance of 30m from the foundation trenches.
5.07
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Coursed rubble stone masonary (First short) with hard stone in foundation and plinth with cement mortar 1:4 (1 cement : 4 coarse sand) including cost of all material, labour T&P etc. required for proper completion of the work.
674.1
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Flush Cement Pointing in 1:2 with Cement and fine sand of 1.25F.M. mortar on stone work including supply of material, labour T&P etc. required for proper completion of the work.
1926
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2.5cm. Thick 1:2:4 plain cement concrete floor with cement approved coarse sand and 2 cm. guage approved stone grit laid in panels finished with 3mm (1/8") floating coat of neat cement or cement and marbles dust in ratio 5:1 as specified removing any overlapping mortar at the panels if any and giving them uniform finish, including supply of all material, labour T&P etc. required for proper completion of the work.
749
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Providing and Laying damp-proof course 25 mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate12.50 mm nominal size).
1498
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