Earthwork Tenders

Details: Scr Construction Organisation - Proposed 3rd Line With Electrification Between Balharshah - Kazipet - Vijayawada Stations - (a) Kazipet Yard Modifications: Carrying Out Earthwork, Blanketing, Bridge Works, Construction Of New High Level Platform (hlpf-4&5), New Cover Over Platform (cop), Extension Of Existing Foot Over Bridge (fob), Construction Of Sse.north.bridge Office, Construction Of Spart & Sparmv Sheds With Service Building And Miscellaneous Civil Works In Connection With Yard Modification Of Kazipet Station (phase-ii Works). (b) Kazipet Diesel Loco Shed: Construction Of Wheel Parking Shed, Toilet Complex Including Connected P.way Works For Wheel Parking Shed In Kazipet Diesel Loco Shed (c) Construction Of New Cover Over Platform (cop) At Bellampalli Station And Construction Of New Foot Over Bridge (fob) At Mandamari Station.

Details: ON TURN KEY BASIS Construction of BAKHTUNI TANK PROJECT, in Manasa block of District Neemuch consisting of approximately 345 m long earthen dam and all its components with excavation & construction of Head sluice, Spill & Approach channel, Waste Weir under Unit-I Head work along with excavation, earthwork & lining of Main canal RD 0 to 2100 m and all necessary relevant structures to irrigate 300 Ha. CCA. This activity also Include survey & investigation, geological Investigation, preparation & submission of LA. Cases for Pvt. /Govt./forest land, design, drawing. estimation, DPR submission and its approval from competent authority for both Head work & canal system of BAKHTUNI TANK PROJECT, including maintenance & defect liability period of two years from date of issue of completion certificate.

Details: Construction of Bhaira Earthen dam on Local river near village- Bhaira ,Tehsil- Rajnagar District-Chhatarpur for least gross capacity of 3.158 MCM water on Turnkey basis comprising of earthen main dam, Subsidary Dam and canal system including survey, geological investigations, preparation and getting approval from competent authorities of detailed estimate and land acquisition cases for award of private land of dam seat and submergence areas, canal work, rehabilitation and resettlement plan including property survey, planning including designing, estimation preparation and approval of construction drawings from the competent authority and construction of suitable surplusing arrangements to safely pass designed flood, through spill channel up to main river/Nalla, including construction of irrigation sluices with construction of all civil, mechanical and electrical works involved in the construction of dam including canal earthwork excavation including construction of structures and lining etc , construction of coffer dam including removal of defect for two years after completion of the project as per approved drawings, and as directed by the Engineer-in-Charge.

Details: Work For Construction Of 05 Nos. Major Bridges Br. No. 105/1 (ch.105055.871, 1x30.5 C.g.), Br.no. 108/2 (ch. 108604.024m, 2x18.3m C.g.), Br.no. 109/2 (ch. 109897.535, 1x12.2m C.g.), Br.no.113/1 (ch.113304.815m, 1x12.2m C.g.) And br.no. 113/3 (ch. 113924.665, 3x30.5m C.g.) Including Earthwork In Filling, blanketing Work & Other Ancillary Works B/w Km 103.100-103.233, Km 105.00- 105.180, Km 108.500-108.700, Km 109.800-110.000, Km 113.200-113.400 And Km 113.840-114.040 Of Panna-khajuraho Section Of Lalitpur-singrauli New Bg Rail Line project.

Details: Supplying & Laying of HDPE pipe [110mm OD Length 858 mtr (Approx), 200mm OD Length 82 mtr (Approx)] (Pipe conforming to IS 4984-2016, Material grade PE-80, NP-6) by trenchless method (HDD) including labour charge for earthwork in excavation in normal soil including road subgrade but excluding moorum laterite or sand tone/hard rock, minimum 1.50m earth cushion from top of the pipe upto GL including loading unloading carrying lowering laying fitting fixing connections carefully of pipes, valves, valve chambers & MS pipes with all types of jointing materials maintaining proper levels and alignment jointing the pipe and MS specials by butt welding/adopting suitable method Hydraulic testing of pipeline of head not less than 6kg/cm2, Disinfection of pipeline & all necessary connections with existing old or newly laid pipeline with MS/DI/HDPE as per site conditions in all respect for water supply scheme at Patul Mouza within Seakhala Gram Panchayet under Furfura Sharif Development Authority.

Details: Description:- Ussor Item No:012010 Earthwork In Cutling In Formation, Trolley Refuges, Side Drains, level Crossing Approaches, Platforms, Catch Water Drains, Diversion Of Nallah & Finishing To Required dimension And Slopes To Obtain A Neat Appearan Ce To Slandard Profile Inclusive Of All Labour, materials, Plant & Machinery, Leading All Cut Spoils Either To Make Spoil Dumps Or For Filling In embankment With Leads Within 2 Km On Either Side Of Edge Of The Cutting (s) Including All Lifts, Ascent, descent, Loading, Unloading, Bailing & Pumping Out Water, If Required, Clearance Of Site And All Other works Incidental Thereto For Completing The Work As Per Rdso Specification No. Rdso/2020/ge: Irs |0004 With Latest Updated Corection Slips And To The Satisfaction Of The Engineer-in-charge. Note:() Al usable Earth Arising From Cut Spoils Shall Be Led Into Bank Formation And Unusable Spoils Shall Be dumped / Stacked Away From Toe Of Embankment. (ii) All Hard Rock /and Boulders Not Fit For Filling Will be Stacked By The Contractor And Will Be Property Of The Railways.(i) Cut Trees Shall Be Property Of raiways And To Be Deposited In The Railway Godown Unless Specified Otherwise Lin The Conditions Of contract

Details: Description:- Maintenance Of Water Pipe Line System Free From Any Leakages And Blockages For Free flow Of Water In Gi/ci/pvc Pipes Of Size 1/2" To 8" Dia. The Maintenace Work Includes Dismantling existing Pipeline, Valves & Fittings To Required Length Above/below Ground Level Including Earthwork and Replacing Damaged /cracked/corroded Pipe Line & Fittings And Clearing The Remaining Pipeline relayingthepipe,restorethewater Supply.maintenanceworkincludesrepairstopipelineand bathroom Fittings & Fastening And Cleaning Of Over Head Tank Of Capacity Upto 1000 Litres Over The staff Quarters, Cleaning Of Pipeline In Addition To Maintenance Work Connected With Non-availability Of water/damage/leakage In Pipeline, Failure Of Bathroom Fittings As And When Complaints Received. The rate Inclusive Of All Men And Materials, Transportation Charges, Tools And Plants Required To Carryout maintenance Work Such As Thread, Paste, Shellac Etc. Except Pipes, Pipe Fittings, Valves Which Will Be supplied By Railway. The Contractor Should Engage 4 Plumber (highly Skilled) + 4 Helpers (un Skilled) daily And They Should Attend The Complaints In The Entire Sse/w/ten Section ( All The Released materials Shall Be Handed Over To Stores Of Sse/w/ten. The Maintenance Of Pipeline Include Any addition,deletionoralterationmadeintheexistingpipelinesystemsduringtheperiodof maintenance.) Note: Please Read Special Conditions Also Attached.

Details: Description:- Maintenance Of Water Pipe Line System Free From Any Leakages And Blockages For Free flow Of Water In Gi/ci/pvc Pipes Of Size 1/2" To 8" Dia. The Maintenace Work Includes Dismantling existing Pipeline, Valves & Fittings To Required Length Above/below Ground Level Including Earthwork and Replacing Damaged /cracked/corroded Pipe Line & Fittings And Clearing The Remaining Pipeline relayingthepipe,restorethewater Supply.maintenanceworkincludesrepairstopipelineand bathroom Fittings & Fastening And Cleaning Of Over Head Tank Of Capacity Upto 1000 Litres Over The staff Quarters, Cleaning Of Pipeline In Addition To Maintenance Work Connected With Non-availability Of water/damage/leakage In Pipeline, Failure Of Bathroom Fittings As And When Complaints Received. The rate Inclusive Of All Men And Materials, Transportation Charges, Tools And Plants Required To Carryout maintenance Work Such As Thread, Paste, Shellac Etc. Except Pipes, Pipe Fittings, Valves Which Will Be supplied By Railway. The Contractor Should Engage 1 Plumber (highly Skilled) + 2 Helpers (un Skilled) daily And They Should Attend The Complaints In The Entire Sse/w/vpt Section ( All The Released materials Shall Be Handed Over To Stores Of Sse/w/vpt. The Maintenance Of Pipeline Include Any addition,deletionoralterationmadeintheexistingpipelinesystemsduringtheperiodof maintenance.) Note: Please Read Special Conditions Also Attached.

Details: Description:- Earthwork In Filling In Lower Layer And Top Layer Of Subgrade In Single Layer/ Two Layer systemrespectivelyofformationincludingguidebunds,aroundburiedtypeabutments,bridge approaches, Trolley Refuges Etc Using Contractor's Earth Of Approved Quality As Per Comprehensive guidelines And Specifications For Railway Formation Issued Vide Specification No. Rdso/2020/ge:irs- 0004 In September 2020, Procured From Outside Railway Land Including Site Clearances, Setting Out anddemarcation,benching,initialcompactionofsubsoilafterlevellingthesurfaceaftersite clearance, Spreading Loose Earth In Layers Of Maximum 30 Cm Thickness Using Grader Up To Extra widthof0.5mbeyonddesignedprofile,compactionusingvibratorycompactors,topandside dressing And Removal Of Extra Earth From Sides To Provide Final Formation As Per Designed Profile As per Rdso Guidelines. The Rate Shall Include Cutting Of Trees With Girth Upto 30 Cm, Making Good The pockets And Depressions Left In Soil During Clearing And Uprooting Of Jungle/trees At Site And Initial compaction Of Sub-soil Thereafter. The Rate Shall Not Include Cutting Of Trees Of Girth Beyond 30 Cm and Compaction (excluding Initial Compaction Of Sub-soil Mentioned Above), Which Shall Be Paid separately. The Minimum Ev2 Criteria As Mentioned In The Guidelines Shall Be Applicable. The Rate shall Include Cost Of All Field And Laboratory Tests Including Those Required For Subsoil But Excluding cbr Tests And Plate Load Test For Determination Of Ev2 Which Will Be Paid Vide Separate Boq Items.

Details: Description:- 81030 Deep Screening Of Track In Terms Of Para-238 Of Indian Railways Permanent way Manual On Psc Sleepers Of Any Density And Screening Of Complete Ballast Section. It Includes opening Of Ballast, Digging Down To Specified Depth Below Bottom Of Sleeper To Provide Formation slope Of 1:40 Towards Drain Or Any Prescribed Direction, Taking Out Caked Ballast, Muck Etc. From entire Ballast Section, Putting Back Cleanballastasperrequiredballastprofile,throwingaway screened Muck Arising Out Of Screening On Toe Of Bank Or On Cess, If Low Or On Spoil Banks Above Top of Cutting (including Throwing And Leveling, If Required Beyond Minimum 5m From The Edge Of Cutting which Are Upto 3m Deep Or Alternatively Carting It Upto 50m For Disposing It Off Beyond Cutting Or platforms) As Per Direction Of Engineer In-charge, Including Cutting Cess, If Required For Effective drainage Upto A Distance Of 3.5m From Centre Line Of Track On Both Sides And Including One Round Of kutcha Packing With Screened Ballast Including Attending To Track Parameters To Make Track Fit For 20 kmph Speed. Necessary Wooden Blocks Shall Be Brought By The Contractor. {note : Cess Cutting beyond 3.5m From Centre Line Of Track Shall Be Paid Extra As Per Relevant Item For Earthwork} 81033 depth Of 250 Mm Below Bottom Of Sleeper