Uttar Pradesh State Industrial Development Authority Tender
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Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Civil And Construction
Road Construction
Eprocure
Opening Date14 Jul 2023
Closing Date3 Aug 2023
Tender Amount₹ 3,52,42,845
Costs
EMD
₹ 7,04,856Document Cost
₹ 7,109Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SIDC_820482_1Bid Award Id
ViewTender No
cd_6_192_dt_19062023Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
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Documents
BOQ Items
Providing and applying primer coat with bitumen emulsion / Vg-10 on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means.including Supply of all materials, labour and T&P etc. required for proper completion of the work.
3621
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Providing and laying 50mm thick Dense bituminous macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.5 % by weight of total mix and filler, transported 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 as per clauses 505 complete in all respects including Supply of all materials, labour and T&P etc. required for proper completion of the work.
181.05
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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.including Supply of all materials, labour and T&P etc. required for proper completion of the work.
10679.4
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Providing and laying 25mm thick bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading premixed with bituminous binder @ 5.20 % percent of mix and filler ,transporting the hot mix material 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 the desired compaction as per MORT&H.. specification clause no - 507, complete in all respect. ( Grading -I )
10679.4
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Providing and laying factory made 80 mm thick rubber moulded Interlocking cement concrete tiles ( 30mpa) including 25 mm thick compacted bed of fine sand compacting and proper embeded / laying of Interlocking tiles levelling and dressing of surface to required level and slope,filling joints with fine sand including the cost of material,labour,T & P etc. required for proper completion of the work as directed by Engineer-In -Charge.
5214
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Providing and laying Cement concrete 1:4:8(1 cement:4 coarse sand: 8 grit,40 mm niminal size) including supply of all materials,labour and T & P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors complete. SI no-281
49.2
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Providing and laying Cement concrete 1:2:4(1 cement:2 coarse sand:4 grit, 20 mm niminal size) including supply of all materials,labour and T & P etc. required for proper completion of the work and curing complete also including cost of formwork in foundation and floors complete. SI no-279
22.72
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Road Marking with Hot Applied Thermoplastic Compound with ReflectoringmGlass Beads on Bituminous Surface,Providing and laying of Hot applied thermoplastic compound 2.50mm thick including reflectoring glass beads @ 250 gms per Sqm area, thickness of 2.50mm is exclusive of surface applied glass beads as per IRC :35.The finished surface to be level uniform and free from streaks and holes.
732.8
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Providing and fixing 3M USA Brand Road pavement marker area 200 (CAT EYES) board make of polycarbonate with economically waked parametrically retro reflective lines on both sides for maximum retro reflection in wet & dry condition with 3M bitumen adhesive BT-59/9M epoxy as per MORTH. including supply of all material, labour ,taxes,T&P etc.required for proper completion of the work.
932
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Class-150 Brick work in 1:6 Cement and Coarse sand of 2.25 Fineness modulus morear in foundation and plinth including Supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 303
73.43
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25mm Thick 1:2:4 Plain cement concrete floor with cement,approved coarse sand and 20 mm graded approved stone grit laid in panels finished with 3 mm floating coat of neat cement without base concrete and removing any over lapping mortar at the joints of panels if any and giving them a uniform finish including Supply of all materials, labour and T&P etc. required for proper completion of the work.
47.61
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Flush pointing with cement mortar consisting of 1 part cement & 2 part fine sand of 1.25 fineness modulus, including Supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 575
40.22
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Struck pointing with cement mortar consisting of 1 part cement & 2 part fine sand of 1.25 fineness modulus, including Supply of all materials, labour and T&P etc. required for proper completion of the work. SOR 574
527.1
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Excavation in foundation in ordinary soil (Loam,clay orsand) mixed with gravel and boulder including lift upto 1.50m and lead upto 30 m & including filling,watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the pilnth and removal and disposal of surplus earth upto 2.00 km distanceas directed by the Engineer-In- Charge upto a distance of 30m from the foundation trenches.SI 258- For Desilting of Drains in foul position
1324.11
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Excavation in foundation in ordinary soil (Loam,clay orsand) mixed with gravel and boulder including lift upto 1.50m and lead upto 30 m & including filling,watering and ramming of excavated earth into trenches or into the space between the building and the sides of foundation trenches or into the pilnth and removal and disposal of surplus earth as directed by the Engineer-In- Charge upto a distance of 30m from the foundation trenches.SI 256
55.8
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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.
1240
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Earth work in Filling with good ordinary soil in central verge by carted earth from 3.00 KM distance outside the I.A including watering,dressing etc.loading and unloading upto site of work.Also including cost of earth,taxes, Royalty,labour and T & P etc required for proper completion of the work.
558
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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 @1.43ltr/10sqm over including priming coat of exterior ptomer applied @2.20ltr/10sqm) ( appex Ultima,Weather coat all guard ) asian ,berger.Si 13.47.1
558
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Supply and fixing of plants 1.0 to 1.50m height orantamental / Flower / shurbs / heges / other type as approved by deppt. Including cost of plants,cartage,all taxes,cow dung manure,watering etc complete with one year maintenance period as per direction of Engineer -In-Charge. For - Shurbs
7440
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Supply and fixing of plants 1.0 to 1.50m height orantamental / Flower / shurbs / heges / other type as approved by deppt. Including cost of plants,cartage,all taxes,cow dung manure,watering etc complete with one year maintenance period as per direction of Engineer -In-Charge. For - Plants
412
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Maintenance of plantation on Central Verge including all mali/labours, cost of water, tool and plants, etc required for proper completion of the work as per direction of Engineerin charge.
365
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Fabrication and installation of information of stainless steel road signage (Road/Lane Name signage board size 1830x1220mm) as per approved drawing frame structure and support shall be made of stainless steel SS-304 in brushed finished sections including satin finished and fitting of approved make, mounted on 2no vertical post shall be made with 63.5mm OD 3mm thick pipe with caps total effective height of 3000mm installed with 2no. Squire satinless Steel base plates of size 250x250x8mm traingular structural support with ribs plates & grouted in PCC 1:5:10 & CC 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 20mm nominal size) Block size 600x600x750mm as per approved drawing. Boards frame Arrow Type shall be made of horizontal & vertical SS pipe of outer dia31.80 mm 1.2mm thick. SS ractangular pipe of size 25x12x1.2mm thick shall be welded and routed through 31.8mm OD pipe intenally for fixing of the sign boards size 1220x915mm using micro prismatic grade retro reflective sheeting type-XI (3m/Avery Dennision Brand) conforming to ASTM D-4956 specifications pasted on 3mm ACM sheet with letters symbols, logo ect. on electrocut overlay film of desired color. the sign plate shall be fixed on the the ss frame with the help of VHB tape 24mm wide double gum tape complete the rates included all SS structure, grouting in CC block , labour T & P Complete as per approved drawing and as per direction of Engineer-in-charge .
5
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Providing & flxing in position Guide MAP Structures (Size 6.100x6.100m) for signages madeout of ISMC150X75mm Vertical post i/c sign board frame of MS hollow section 96x48x4mm and 25x25x2mm diagonal Bracing necessary base plate, stiffeners & gusset plates, bends nut bolts as required as per approved drawing. the size of raft will be 1200x1200x300mm RMC M-25 in RCC and column size 900x900x1650mm of M-25 RMC inRCC over base concrete of 4:10 of 0.10m thick with all necessary reinforcement the structure shall be vertically hoisted and erected in three level & plumbs with the help of crane. all steel work shall be enamel plainted including all complete labour, overheads, T & P required for completion of Work.
1
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Providing, installing and fixing retro-reflective Single Sided Overhead Signboards comprising of aluminum composite panel(ACP) mill finished or PVDF coated or as specified as base board micro prismatic retro-reflective sheet and electro cut coloured overlay film. The minmum composite panel (ACP) shall have a thickness of 4mm. The ACP shall be fixed pop riveting or with self taping SS screws 5mm dia spaced not more than 300mm center to center of the frame. On the front face of the ACP, micro prismatic retro-reflective sheat (Avery Dennison/3M) conforming to Type-XI of ASTM: D 4956-09 shall be pressure fixed as background sheet (In white colour) which will be over laid with electro cut transparent flim of approved make and colour to create a desired road sign and information message. The rate shall included all materials, labour, equipments fabrication transporation, erection, installation and incidentals all complete as per direction of Engineer-in-Charge. Only front area of the board shall be measured for payment.(All structural steel work , Pipe Frame shall be paid for separately)
37.21
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