Uttar Pradesh State Industrial Development Authority Tender
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The UPSIDA has issued a formal invitation for competitive bids for the Uttar Pradesh State Industrial Development Authority project, for Maintenance/upgradation Of Roads (balance) And Construction Of Truck Bay At I.a. Sikandrabad Distt. Bulandshahar in Hathras, Uttar Pradesh, with an estimated contract value of Rs. 10,21,71,919. The bid opening date for this tender is 18-10-2024 and the last date for bid submission is 05-11-2024. Interested bidders for Uttar Pradesh State Industrial Development Authority tender can download the important documents here to check the scope of work, eligibility criteria and technical requirements.
Uttar Pradesh State Industrial Development Authority - UPSIDA Tender
Opening Date18 Oct 2024
Closing Date5 Nov 2024
Tender Amount₹ 10,21,71,919
Costs
EMD
₹ 24,11,257Document Cost
₹ 8,850Tender Fee
₹ 8,850
Description
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Contact
Tender Id
2024_SIDC_966462_1Bid Award Id
ViewTender No
CD_II_148_Dt_25092024Tender 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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Brick edging on both side of the road of M-150 bricks 23 cm wide 11cm deep, laid with mud mortar including labour & suupply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge.
16.03
90000
1442700
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Consolidation of 45-63 mm gauge hard stone ballast for 10cm (loose) thick top coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water aiso including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor him self at his own cost as per direction of Engineer-in-charge.
1316.7
180
237006
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Supply & Stacking of 45-63 mm gauge approved stone ballast (10cm loose) for patches & top coat duly stacked on road side true to template including dressing surface where materials is to be stacked including cost of materials its cartage octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer -in- Charge.
1316.7
2515
3311698.01
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Providing and laying dense graded VG 30 bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @4.5 percent by weight of total mix and failer, transporting the hot mix tow wark 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. 505 complete in all respects. Including tack coat 200gm /sqm VG 10
2204.12
10707
23599953.66
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Prividing and laying in position cement concrete 1:4:8 (1cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size) of specified grade excluding the cost of centering and shuttering. All work up to plinth level.
238.65
6100
1455765
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Consolidation of 63-90 mm gauge hard stone ballast for 15cm (loose) thick top coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water aiso including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor him self at his own cost as per direction of Engineer-in-charge.
1584
180
285120
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Cement Concrete with 2cm gauge approved stone lallast, coarse sand & cement in the proporationof 4:2:1 including supplyof all materials, labour, T&P etc. required for proper completion of the work.
357.98
7050
2523759
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Providing and laying bituminous concrere with higher capacity batch type hot mix plant using crushed aggregates of specified grading. Gremied with bituminous binder @5.4 percent of mix and filler,transporting the hot mix to work site, laying with a hydrosratic paver finisher wirh sensor control to the required grade, level andalignment, rolling with smooth wheeled, vibrarory and tandem rollers to achieve the desired compaction as per MORT&H specification clause No. 507 complee in all respects. Unit Including tack coat 200gm /sqm VG 10
22041
306
6752260.35
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Providing and fixing Glow studs of size 100x20 mm made of heavy duty body shall be moulded ASA (Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABS having electronically welded micro- prismatic lens with abrasion resistant coating as approved by Engineer in charge. The glow stud shall support a load of 13635 kg tested in accordance with ASTM D428. The slope of retro- reflective surface shall be 35(+/-5) degress to base The reflective panels on both sides with at least 12cm of reflective area up each side. The luminance intensity should be as per the specification and shall be tested as described in ASTM 1: 809 as recommended in BS: 873 Part 4: 1973. The studs shall be fixed to the Road surface using the adhesive conforming to IS, as per procedure recommended by the manufacturer complete and as per direction of Engineer-in- charge.
2672
120
320640
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Supply & Stacking of 63-90 mm gauge approved stone ballast (15cm loose) for patches & soling coat duly stacked on road side true to template including dressing surface where materials is to be stacked including cost of materials its cartage octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer -in- Charge.
1584
2464
3903847.2
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Excavation in Foundation in ordinary soil (Loam clay, or sand) including lift upto 1.5meter and lead upto 30m. Including filling, watering and ramming of excavated earth into the trenches or into the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the Engineer-in-charge upto a distance of 30m.(100fts) from the foundation trenches. (where machine can not reach/move).
357.98
110
39377.8
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Water allowance to be alowed between 15 November to 31st may requred for proper completion of the work as per direction of Engineer-in-charge.
10276.7
25
256917.5
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Supply & Stacking of 22.4-53 mm gauge approved stone ballast (10cm loose) for patches & top coat duly stacked on road side true to template including dressing surface where materials is to be stacked including cost of materials its cartage octoi royalty, labour T&P etc. required for proper completion of the work as per direction of Engineer -in- Charge.
7376
2575
18997994.4
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Consolidation of 22.4-53 mm gauge hard stone ballast for 10cm (loose) thick top coat by road roller including hire and fuel charges of road roller excluding cost of stone ballast but including opening out stacks, sorting ballast into different sizes spreading making medhi to retain water aiso including labour for spraying screening material to be used for blinding purpose and also including cost of carriage of materials & water and T & P etc. required for proper completion of the work water for consolidation to be arranged by the contractor him self at his own cost as per direction of Engineer-in-charge.
7376
180
1327680
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Providing and laying of hot applied thermoplastic compound 2.5 mm thiick including reflectorising glass @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 The finished Surface to be level uniform and free from streas and holes. Rates are inclusive of all taxes, royalty etc. all T&P/ machine material and labour required for proper completion of work.
1763.3
618
1089719.4
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Supply & Stacking of crushed stone dust for consolidation of stone ballast as screening material including octoi royalty. Labour T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge.
2055.34
2797
5750533.02
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Raebareli, Uttar Pradesh