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Work of Construction of Intermediate CWPH at Kotra Baseri laying of Clear Water transmission main From Kotra to Naroli Nadbai via junction 2 at Naroli IPS Nadbai Nagar Ramgarh Kishangarhbas Tijara Jairoli and Bhiwadi based on HAM model under JJM
Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipment’s for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB's. Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
3 LPE COATED CARBON STEEL PIPELINE LAYING AND ASSOCIATED WORKS IN Jehanabad GA (GROUP A)
SUPPLY & INSTALLATION OF CASING PIPE ALONG WITH MAIN CARRIER PIPELINE Supply & Installation of carbon steel Casing pipe (with coal tar epoxy coating of minimum 300 microns after proper cleaning including supply of coating material, consumables etc.) by augur bor ing & Jacking method / Moling for crossings in all types of soils and terrain, including laying of 2 nos. HDPE telecom duct / CS Co nduit (in case of Railway Crossing) & all associated works which includes supply of Casing Pipe of material IS-3589, FE-0410/ API 5 L Gr. B or equivalent, all other materials, equipments, consumables, manpower, welding of steel casing and jointing of HDPE telecom duct including visual inspection of all weld joints/ HDPE joints, pre-installation hydrostatic testing, backfilling and restoration as original of the facilities crossed and performing all works as per drawings, specifications and instructions of Owner/ Owner's Re presentative and provisions of contract document. Submission of as built drawings.
3 LPE COATED CARBON STEEL PIPELINE LAYING AND ASSOCIATED WORKS IN Madurai GA (GROUP C)
SUPPLY & INSTALLATION OF CASING PIPE ALONG WITH MAIN CARRIER PIPELINE Supply & Installation of carbon steel Casing pipe (with coal tar epoxy coating of minimum 300 microns after proper cleaning including supply of coating material, consumables etc.) by augur bor ing & Jacking method / Moling for crossings in all types of soils and terrain, including laying of 2 nos. HDPE telecom duct / CS Co nduit (in case of Railway Crossing) & all associated works which includes supply of Casing Pipe of material IS-3589, FE-0410/ API 5 L Gr. B or equivalent, all other materials, equipments, consumables, manpower, welding of steel casing and jointing of HDPE telecom duct including visual inspection of all weld joints/ HDPE joints, pre-installation hydrostatic testing, backfilling and restoration as original of the facilities crossed and performing all works as per drawings, specifications and instructions of Owner/ Owner's Re presentative and provisions of contract document. Submission of as built drawings.
Construction of Bridge Near Tordi Sagar Dam on Dudu Malpura Todaraisingh Chhan Road (BOT Road) (SH 37A)
Providing boulders/stone backing 600 mm thick behind abutment/wing/return wall. Retaining wall/breast wall of bridges with stone not less than 15 KG (expect smaller stones to be used for filling up the voids) with all leads lifts ascents descents handling. crossing of nallahas, streams and all other obstructions all labour and materials as a complete job, as per railway specifications and as directed by the Engineer in charge. note - payment to be made on stack measured quantity of boulders/stones redacted by 15% to allow for looseness in stacking.
Construction of RCC Bridge No.1/1, Maneswari Supariguri village road (SPT Br).
Load testing of one or more spans of bridge as selected by the Engineer as per approved load test procedure following relevant IS/IRC / Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analysing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/ loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00mt. or part there for in the span load capacity up to 800.00 mt.)
Execution of Civil Zonal works in Service Building under the jurisdiction of SSE(Works)/South/Bilaspur for the period ending 30-06-2027.
planning as per approved railway plans/