}

Bids Are Invited For Foundation Bolts And Its Accessories 1 Fly Ash Silo Pipe Rack 40 1725 22.9 144 3297.6 Ii 56 2425 55.89 80 4471.2 Ii 50 2275 43 8 344 Ii 40 1725 22.9 64 1465.6 Ii 2 Bottom Ash Hopper-2 72 1973 79.375 60 4762.5 40 1140 16.546 40, Ramgarh-Jharkhand

Department Of Heavy Industry has published Bids Are Invited For Foundation Bolts And Its Accessories 1 Fly Ash Silo Pipe Rack 40 1725 22.9 144 3297.6 Ii 56 2425 55.89 80 4471.2 Ii 50 2275 43 8 344 Ii 40 1725 22.9 64 1465.6 Ii 2 Bottom Ash Hopper-2 72 1973 79.375 60 4762.5 40 1140 16.546 40. Submission Date for this Tender is 01-05-2023. Bolts Tenders in Ramgarh Jharkhand. Bidders can get complete Tender details and download the document.




Tender Notice

37322089
Bids Are Invited For Foundation Bolts And Its Accessories 1 Fly Ash Silo Pipe Rack 40 1725 22.9 144 3297.6 Ii 56 2425 55.89 80 4471.2 Ii 50 2275 43 8 344 Ii 40 1725 22.9 64 1465.6 Ii 2 Bottom Ash Hopper-2 72 1973 79.375 60 4762.5 40 1140 16.546 40
Tender
Indian
Jharkhand
Ramgarh
01-05-2023

Tender Details

Bids Are Invited For Foundation Bolts And Its Accessories 1 Fly Ash Silo Pipe Rack 40 1725 22.9 144 3297.6 Ii 56 2425 55.89 80 4471.2 Ii 50 2275 43 8 344 Ii 40 1725 22.9 64 1465.6 Ii 2 Bottom Ash Hopper-2 72 1973 79.375 60 4762.5 40 1140 16.546 40 661.84 3 Bottom Ash Hopper-3 72 1973 79.375 60 4762.5 40 1140 16.546 40 661.84 4 Fly Ash Pipe Rack Part 2 25 1125 5 84 420 Ii 32 1425 12 76 912 Ii 40 1725 22.9 128 2931.2 Ii 45 2275 41 108 4428 Ii 50 2275 43 80 3440 Ii 5 Conveyor 6A / B Tr-22 To 29 40 1725 22.9 224 5129.6 Ii 32 1425 12 32 384 Ii 6 Bottom Ash Silo 56 1400 31.9 216 6890.4 Iii 60 2025 63.9 12 766.8 40 1725 22.9 16 366.4 Ii 7 Jt-1 40 1725 22.9 56 1282.4 Ii 8 Gh Stock Yard 63 2625 78.2 464 36285 Ii 9 Ghp Jp 1 40 1250 19.7 112 2206.4 Iii 48 1390 27.8 56 1556.8 Iii 10 Conv Gh1 36 995 12.3 48 590.4 Iii 11 Conv Gh2 36 1140 13.3 80 1064 Iii 32 910 14.1 16 225.6 Iii 12 Ba Conveyor 1A / B 32 910 14.1 48 676.8 Ii 13 Ba Conveyor 2A / B 25 1100 5 8 40 I 14 Ba Conveyor 3A / B 25 1100 5 8 40 I Sub Total Of The Ahp Pkg Bolts 1 Gypsum Dewatering Building 25 675 14.321 12 171.85 40 1325 24.658 42 1035.6 60 1975 61.565 88 5417.7 72 2325 97.96 46 4506.1 80 2325 115.03 20 2300.6 2 Fgd Tanks 32 1000 8.61 48 413.28 40 1900 21.52 112 2410.2 40 1500 17.56 80 1404.8 63 2300 62.511 56 3500.6 80 3900 163.54 160 26166 200 Thread Length 80 3900 163.54 80 13083 250 Thread Length 3 Pipe Rack ( Pr-2 ) Mill Bunker U# 03 28 875 8 40 320 32 675 8.0725 104 839.54 32 875 9.3325 64 597.28 32 1075 10.593 68 720.29 4 Pipe Rack Fgd Area 20 700 3.492 264 921.89 25 900 5.338 176 939.49 30 900 7.215 16 115.44 32 1000 8.64 88 760.32 40 1200 14.79 72 1064.9 50 1400 25.69 16 411.04 60 1420 37.094 80 2967.5 5 Cable Rack C Row To Esp Cr# 03 Area 25 925 7.2655 72 523.12 32 1200 11.38 156 1775.3 36 1200 13.45 48 645.6 40 1400 17.79 24 426.96 6 Pipe Rack Along Esp#01 Area 25 675 6.2905 64 402.59 30 975 9.1613 48 439.74 32 975 9.9625 24 239.1 7 Pipe Rack Along Esp#02 Area 20 875 6.0595 48 290.86 25 875 7.0705 72 509.08 32 875 9.3325 8 74.66 8 Booster Pump House 20 786 7.697 18 138.55 24 866 9.4154 24 225.97 28 1071 14.305 30 429.14 9 Foam Pump House 20 541 1.9245 48 92.376 10 Limestone Silo Foundation 50 1520 40.468 20 809.36 60 1785 57.347 18 1032.2 72 2125 91.388 50 4569.4 80 2185 109.5 10 1095 Hold Pedestals C1, D1, C1a, D1a. Drg.Will Release Shortly 2350 11 O & M Store 20 1520 3.922 44 172.57 U Bolt 25 925 7.2655 132 959.05 30 700 7.635 88 671.88 12 Workshop Building 20 1320 3.422 88 301.14 U B

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