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MAINTENANCE REPAIR TO EXTERNAL WATER SUPPLY DISTRIBUTION SYSTEM REPLACEMENT OF PPR GI CI PIPE LINE REPAIR OF PUMP SETS ALLIED WORKS AT POCKET A B 42 WEU AND KV SCHOOL UNDER GE AF TRIVANDRUM
Excavation in trenches not exc 1.5m wide and not exc 1.5m in depth for laying UG cable/steel tubing etc and getting out in soft/loose soil complete all as specified and directed.
REPAIR/ REPLACEMENT/ MAINTENANCE OF STREET/ PERIMETER /SOLAR LIGHTS AND POLES AND CONNECTED WORKS AT AFS ARJAN SINGH UNDER GE (AF) PANAGARH
Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m depth not exceeding 10sqm on plan for laying of cable and foundation of poles stays and getting out in any type of soil complete all as specified and directed.
i. Construction of Road Over Bridge (ROB) (2 x 24.0m + 1 x 42.0m) Composite Girder for Railway Portion in Lieu of LC No. 278 snd Proposed Span of 7 x 24.0m RCC T-beam girder on Burudi village side and 10 x 24.0m RCC T-beam girder Sanaramachandrapur NH-16 side for Approach Portion, at Railway Km 561/11-13 between Rambha (RBA) and Burudi stations (Khurda-Palasa section) on the Howrah-Visakhapatnam Main Line under Khurda Road Division. ii. Construction of of Road Over Bridge (ROB) consisting of 1 x 24.0m + 1 x 42.0m + 1 x 24.0m Composite girder for Railway portion at Km 542/1-3 in lieu of LC No. 280, and proposed span of 4 x 24.00 m RCC T-Beam Girder on Gubudimardakote village side and 6 x 24.0m RCC T-Beam Girder with 6 x 10.0m RCC Slab on NH-16 side for approach portion at Km 563/15-17 in between Rambha (RBA) and Humma (HMA) stations on Howrah-Visakhapatnam Main Line under Khurda Road Division.
Supplying and laying 160mm dia. Metre PVC Pipes Class-I, capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor's materials labour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge. Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site c o n d i t i o n s (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved Q A P and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20%
SW 1: Construction of 2-lane ROB in lieu of LC No.27 at KM 29/13-14 in Pedakurapadu station yard. SW 2: Construction of 2-lane ROB in lieu of LC No.40 at KM 42/29-30 between Sattenapalli - Reddigudem stations.
Supplying and laying 160mm dia. PVC Pipes Class-I, Metre capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor's materials labour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge. Launching in position, by any approved method, pre- fabricated Steel Girders, precast PSC girders/slabs, casted at casting bed developed at site, to correct alignment and level over the bed block / pedestal with all required arrangements, complete in all respect.
SPL REPAIR TO BLDG NO P-18 AT NORTHERN SECTOR AND SEWAGE MAIN LINE IN DEO AT MIL STN KOTA
Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed.
i. Construction of Road Over Bridge (ROB) with 1 x 24.0 m (CG) + 1 x 60.0 m (Camel Back Girder) + 3 x 24.0 m (CG) + 1 x 42.00 m (CG) clear span composite girder for Railway portion at Km 154/13-15 in lieu of LC No. ST-100 between KPJG and Angul stations, and span of 6 x 25.040 m RCC T-beam girder on Angul town side and 5 x 25.040 m RCC T-beam girder on Hingula Temple side on the SBP- TLHR branch line under Khurda Road Division. ii. Construction of Road Over Bridge (ROB) 1x60.0 m. Camel Back Type Truss Girder for Railway Portion in Lieu of LC No. ST-105 At KM 159/09-11 and Proposed Span of 5x24.600 m. RCC 'T-Beam' Girder in Angul Side and 13x24.600m. RCC 'T-Beam' Girder in Nuapada Side for Approach Portion, In between Angul-Talcher Station on NRG-TLHR Branch line under Khurda Road Division.
Supplying and laying 160mm dia. Metre PVC Pipes Class-I, capable for a pressure of 2.5 kg/sqm in footpath of ROB for laying cable with all contractor's materials labour, tools, plant, machinery, vehicles, consumables, lead, lift etc. complete as per specifications and as directed by Engineer in-charge. Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E250 conforming to IS:2062, erection / slewing / end launching of steel girders with cranes or any other approved launching methods as per site c o n d i t i o n s (not requiring traffic block) on sub-structure including provision of trolley refuges etc., complete as per approved Q A P and drawings conforming to IRS-B1-2001 and other relevant codes and specifications. Note: 1. Detailed fabrication and erection drawings & launching methodology will be prepared by the contractor and got approved from Railway. 2. The rate is all inclusive including launching in position, complete in all respect except cost of (i) Painting / Metalising; (ii) Bearings & (iii) HSFG bolts which shall be paid extra under relevant item. 3. The payment shall be made on the theoretical weight of main components and gusset plates only. 4. Payment Schedule: (i) Receipt of material at site: 40% (ii) Fabrication of girders: 20% (iii) Erection/Launching: 20% (iv) Completion in all respects: 20%