SOUTH CENTRAL RAILWAY tender - Scr Construction Organisation - Sc Division - Kzj-Bpq Section - Sw-1:Bellampalli Freight Depot: Augmentation of Freight Depot Maintenance Facilities - Construction of New Sick Line Shed of Size 70X20m...

Tender Amount

451985665.28

SCR Construction Organisation - SC Division - KZJ-BPQ Section - SW-1:Bellampalli Freight Depot: Augmentation of Freight Depot Maintenance Facilities - Construction of New Sick Line Shed of size 70x20m with EOT facitlity duly dismantling the existing sick line. SW-2: Provision of New freight train examination line adjacent to GL6 (CSR 700m) with lighting arrangements (Waist & body level), pathways & welding facilities, Scrap yard 75x10m, vehicle parking shed 30x5m, Compound wall 500m with barbed wire fencing.SW- 3:Construction of Service Buildings at Bellampalli Station. SW-4: Construction of S & T End Gumpties (2 Nos) between Sirpurkaghaznagar and Mandamari Stations. SW-5:Proposed Mandamari Station yard remodelling and Miscellaneous works pertaining to Service Buildings, Platforms, side drains between Sirpurkaghaznagar (Excluding)-Mandamari (Including)Stations.SW-6: Carrying out Balance Earthwork and extension of Minor bridges between Sirpurkaghaznagar(Excluding) and Asifabad Road (Excluding) stations. Earthwork in filling in embankment, guide bunds, around buried type abutments, bridge gaps, trolley refuges, platforms etc. with contractor's own earth conforming to Soil Quality Class SQ1/SQ2/SQ3, after preparation of foundations as applicable, benching in existing banks wherever required, spreading in layers with motor grader, bringing the moisture content to OMC, mechanical compaction to specified density and dressing of bank to final profile as per RDSO Specifications: RDSO/2020/GE: IRS- 0004 with latest correction slips. Note: 1) Foundation preparation, Benching including additional earthwork on account of this, wherever required, shall be paid extra under relevant schedule item for benching. 2) Payment for Earthwork under this item shall be made based on the cross section measurements calculated (i) with original ground profile of existing bank based on initial ground levels before doing benching and (ii) final profile of the bank worked out with final level...