Tungabhadra Board Tender
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Tungabhadra Board Tender
Civil And Construction
Bridge Construction
Opening Date7 Jun 2022
Closing Date14 Jun 2022
Tender Amount₹ 17,60,825
Costs
EMD
Refer DocumentsDocument Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
515475Bid Award Id
ViewTender No
41/2022-23 Dt.07.06.2022Tender Authority
Tungabhadra Board ViewPurchaser Address
-Website
http://tender.apeprocurement.gov.in
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BOQ Items
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Improvements to UT at Km 170.200 of RBLLC;Providing and laying insitu vibrated M-15 ( 28 days cube compressive strength not less than 15 N / sq mm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for sub-structure / super- structure works including cost of all materials, machinery, labour, formwork, scaffolding, cleaning, batching, mixing, placing in position, levelling, vibrating, finishing, curing etc., complete with initial lead upto 50 m and all lifts.(Cement content: 280 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) etc., completeas per specifiations and directed by the Engineer-in-Charge.
52.5
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313529
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Improvements to UT at Km 170.200 of RBLLC;Providing and laying insitu M- 20 ( 28 days cube compressive strength not less than 20 N / sqmm ) grade cement concrete using 20 mm down size approved, clean, hard, graded aggregates for wearing coat including cost of all materials, machinery, labour, formwork, cleaning, batching, mixing, placing in position in alternate panels, levelling, compacting, finishing, curing, packing joints with asphalt mortar etc., complete with initial lead upto 50 m and all lifts. (Cement content: 330 kg / cum with use of super plasticiser(0.4% by wt. of cement),CA : 0.80cum, Blending Ratio of CA--65:35, FA : 0.45 cum) etc., completeas per specifiations and directed by the Engineer-in-Charge.
35
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185055
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Improvements to UT at Km 170.200 of RBLLC;Providing semi-pervious / pervious casing embankment using soil from approved borrow area in layers of 25cm before compaction including cost of all materials, machinery, labour, all operations such as excavation, sortingout, transporting, spreading in layer of specified thickness, breaking clods, sectioning, watering, compacting to density control of not less than 95 percent or as stipulated by Sheep foot roller / Vibratory roller/ 8 to 10 tonne power roller with initial lead upto 1 km and all lifts etc., completeas per specifiations and directed by the Engineer-in-Charge.
87.5
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25366
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