Supply, Fabrication, Transportation, Erection and Commissioning of Gangway/ Walkway and Railing of Padampurnalla MIP in Padampur Block under Minor Irrigation Division, Padampur for the year 2025-26.

Fabrication, supply and erection of Walkway/gangway and Railing of Size-Platform 8155(l)x1680(w)x2Nos, column size 3250(h)x800(w), railing-1310(h) and foundation size:1200(h)x1100(w)x2250(b) & 2200(b)x 800(w) x1200(h) by utilizing total structural steel weight-7099.74Kg as detailed below ISNPB400x180x 8155x4Nos., 20Th. Plate 400(l)x300(w)x4Nos., 25Ø Anchor Rod-815(l)x16Nos., M24 Nut with washer for Anchor Rod-120(l)x16Nos., 10Th. Plate 373(l)x85.7(w) x68Nos., ISA50x50x6x 1513(l)x6Nos., ISA50x50x6 726(l)x6Nos., 10Th. Gusset Plate 532(l)x70(w) x6Nos., 10Th. Plate 1491.4(l)x100(w)x12Nos., 10Th. Gusset Plate 221(l)x98(w)x12Nos., 8mm(t) Chequered Plate 13.6m²x2Nos., ISMC100x50 145.70(l)x28Nos., ISA50x50x6x1310(l)x28Nos., 8Th. Plate 8155(l) x50(w)x8Nos., ISA50x50x6 732(l)x6Nos., 20Ø GI Pipe 8155(l)x4Nos., ISA100x100x10x 1491.40(l) x8Nos., ISMB200x150 2290(l)x4Nos., 25Th. Plate 650(l)x400(w)x2Nos., ISMC250x 80x650(l)x4Nos., 10Th. Plate 221.8(l)x72.9(w)x 16Nos, 25Ø Anchor Rod 815(l)x12Nos., M24 Nut with washer for Anchor Rodx12Nos., 10Th. Plate 300(l)x 122.15(w)x8Nos., 10Th. Plate 394.3(l)x 300(w)x 4Nos., ISA50x50x6 612(l)x28Nos., ISMB200x100x 394.3(l)x6Nos., ISMC100x50x 650(l)x4Nos., ISA100x100x10 1300(l)x20Nos., ISMC250x80x 1285.8(l)x2Nos., Hex bolt M16x 120N of IS:1363 with washer 32Nos., 20Th. Plate 810(l)x400(w)x2Nos. etc. details as per estimate. This work includes cost of all materials, all labours, cleaning, cost of painting including cost of paints and labour, H/C of all tools and tackles & machineries, watch and ward, conveyance, trial, testing, commissioning and Transportation etc. completed in all respect as per detailed in estimate as per direction of Engineer-in- charge.The cost is inclusive of contractor profit @7.5% and labour cess @1%.

Concrete cutting, chipping and 2nd stage concreting for foundation of Pedestal-I & Pedestal-II. i. Earth work in excavation for foundation- gravel soil and preparing layers of volume- 9.49m³ ii. Filling the foundation & plinth with sand well watering and ramming complete of volume-0.85m³ iii.M-15 grade cement concrete work-mixing, placing, vibrating and curing of volume-4.31m³ iv.M-25 grade P.C.C/ R.C.C work- concrete with granite aggregates including labour and curing of volume-0.85m³ as per direction of Engineer-in- charge.The cost is inclusive of contractor profit @7.5% and labour cess @1%.

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