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 Date12 Jan 2023
Closing Date1 Feb 2023
Tender Amount₹ 5,08,65,328
Costs
EMD
₹ 10,17,306Document Cost
₹ 8,850Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SIDC_766423_1Bid Award Id
ViewTender No
cd_9_264_dt_06012023Tender Authority
Uttar Pradesh State Industrial Development Authority ViewPurchaser Address
-Website
http://http://www.onlineupsidc.com/
GEM & Bid Advisory Services
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Documents
BOQ Items
Collection and stacking of 45-63 mm gauge hard stone ballast for soling coat from approved quarry including royalty octroi cartage upto site and all other taxes and also including stacking to the required template after screening at road site including dressing of side burms as required where materials is to be stacked as per direction of Engineer-in-charge.
2220.15
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Collection and stacking of 22.4-53 mm gauge hard stone ballast for top coat from approved quarry including royalty octroi cartage upto site and all other taxes and also including stacking to the required template after screening at road site including dressing of side burms as required where materials is to be stacked as per direction of Engineer-in-charge.
1110.08
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Collection of stone dust of approved quality and quarry for soling inter and top coat consolidation.
954.66
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Consolidation of 45-90 mm gauge hard stone ballast for soling coat by road roller including hire and fuel charges of road roller including opening out stacks, sorting ballast into different sizes, spreading also including cost of earth used for binding purpose and making medhies to retain water and ramming also including carriage of metals T&P etc. required for proper completion of the work. The stone ballast will be supplied to the contractor free of cost at site.
1443.1
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Consolidation of 45-63 mm gauge hard stone ballast for inter coat by road roller including hire and fuel charges of road roller including opening out stacks, sorting ballast into different sizes, spreading also including cost of earth used for binding purpose and making medhies to retain water and ramming also including carriage of metals T&P etc. required for proper completion of the work. The stone ballast will be supplied to the contractor free of cost at site.
2220
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Consolidation of 22.4-53 mm gauge hard stone ballast for top coat by road roller including hire and fuel charges of road roller including opening out stacks, sorting ballast into different sizes, spreading also including cost of earth used for binding purpose and making medhies to retain water and ramming also including carriage of metals T&P etc. required for proper completion of the work. The stone ballast will be supplied to the contractor free of cost at site.
1110.08
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Water allowance for consolidation of 45-63 & 22.4-53 mm gauge stone ballast between 15 Nov. to 31st May.
3330.23
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Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface cleaned with mechanical broom & applying primer at the rate of 0.70 kg/sqm using mechanical means as per MORTH specification clause 502 complete in all respect including all materials,labour T&P etc. required for proper completion of works.
11100
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Providing and laying average 50mm thick compacted bituminous macadam grade-II over a tack coat with higher capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 3.4 percent by weight of total mix, transported to work site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment, rolling with smooth wheeled vibratory and tandem rollers as per clause 501.6 & 501.7 to achieve the desired compaction as per MORTH specification clause 504 complete in all respects.
555.04
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Providing and laying average 25mm thick compacted bituminous concrete grade-II over a tack coat with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent 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.
277.52
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Earth work in patteries by carted earth distance upto 10km from site including cost of cartage including loading into truck and unloading at site including all labour, T&P etc. required for proper completion of the work.
4280.4
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Brick on edge pavement on patries with straight over burnt bricks laid dry, joints filled with local sand including preparation of base to proper slope and its ramming spreading a layer of 1cm 3/8' depth of local sand over the subgrade & including supply of all materials.
1070
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Providing and applying 2.5 mm thick road marking strips (retroreflective) of specified shade/ colour using hot thermoplastic material by fully/semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material,labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
671
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Providing and Fixing 3M USA Brand road pavement marker area 200 (adhesive type 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 complete in all respect including all materials,labour T&P etc. required for proper completion of works.
1177
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Construction of level pillars with average height of 1.20M or as directed by Engineer in charge with brick work in 1:6 cement & coarse sand mortar. Plaster on brick work with 1:6 cement & sand mortar duly marked levels & thickness of each coat of road metal including cost of all materials,labour T&P etc. required for proper completion of works.
140
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Clearing grass and removal of rubbish upto a distance of 30M. Outside the periphery of the area cleared as per technical specification clause 201
36360
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Preperation & consolidation of sub grade with power road roller of 8 to 10 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and cosolidating with road roller including making good the undulations etc. and re-rolling the sub grade and dsposal of surplus earth with lead uoto 50 meters.
36360
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