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Water Supply Scheme for Augmentation of UWSS Weir, Distt. Bharatpur including 5 year OnM after 1 year Defect Liability period under Amrut 2.0
Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ 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 equipments 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 (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer. Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
Construction Work of Drain for disposal of waste water in Hills English school to Main road (Labdhi green Society ) & In front of Sabarkantha sahkari bank in state highway at Idar Nagarpalika area, Dist. - Sabarkantha.
works, with Railway freight, loading,
De-stringing of existing Panther Conductor and Restringing and Supply of ACSR Conductor (using existing disc insulators) along with all accessories of 132KV Srikona-Pailapool S/C Line, 132KV Panchgram-Hailakand andi S/C Line 132KV Hailakandi-
Preliminary survey including measurements of vertical clearances at maximum sag point, identification and replacement or repairing of damaged stubs, tower members and earthing and collection of all required documents required for obtaining statutory permission from Railways, Haighway Authorities and other Goverment Bodies. (For Line 1: 35 CKM, For Line 2: 23 CKM, For Line 3: 28.8 CKM)
Design, Providing of Sewer network, Constructing, Erecting and Commissioning of intermediate Sewage Pumping Stations, Lifting Stations, etc., Phase II Zone 4 for Wellington Cantonment Board, Wellington, Tamil Nadu.
Laying of following Pipe by pushing by trenchless - pushing and jacking method. This includes construction of suitable size of driving pit, receiving pit and construction of RCC thrust wall / bed including earthwork excavation in all type of soil including SDR, hard rock and other civil works including shoring, strutting and shuttering complete and lowering, the following size of MS encasing pipe into driving pit by using contractors crane machineries and jointing MS pipes by electric welding laying the encasing pipe across the railway line / National Highways / State Highways road / Canal crossing etc., by pushing / jacking method (trenchless technology method) using contractor's machineries such as cranes, jacks, jacking materials, generator, welding machineries, comprising jack hammer and other equipments etc., grouting the annular space between the casing pipe and excavated hole, under traffic condition in all type of soil including SDR, Hard rock without interfering and causing any hindrance to the movement of trains/buses/lorries/or any other vehicle without any disturbances to the railway/road/canal formation etc., including bailing/pumping of water wherever necessary without affecting any installation like water supply pipe line/ telephone cable, electric cable etc., passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and levelling the site after completion of entire work as directed by site engineers. The rate includes the cost of driving pit, thrust bed/wall and receiving pit to the depth of 0m to 3m and excluding the cost of MS pipes etc., complete.
Engineering procurement and Construction (EPC) of Important Bridge No. 136 (9x45.70m OWG), 151 (26x30.50m Ballasted Deck OWG Welded Through Type), 153 (11X30.50m Ballasted Deck OWG Welded Through Type+1X12.20m PSC Slab), 154 (14X30.50m Ballasted Deck ... protection works in ...
Mechanical manufacturing of cum blanketing material by using only hard and durable stone crushed in mechanical crusher to different gradations, wet mixing of the same in designed proportion in Pug mill or wet mix plant to have uniform gradation including all incidental transportation, laying over finished formation in uniform layer(s) with motor grader, compaction with suitable vibratory roller to specified density and finishing to correct profile, complete as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest correction slips. Note: This item shall be used only when entire constituent of blanketing material is mechanically manufactured by crushing of hard and durable stone into desired gradation of designed proportion. CAO-C-SOUTH-HQ-ENGINEERING/EAST CENTRAL RLY Supplying, laying Non-woven Needle Punched and Mechanically or Thermally bonded type Geotextile for use as Separator/Filtration for Railway formation as per RDSO Specification No. RDSO/2018/GE:IRS-0004 - Part I made of Polypropylene / Polyethylene / Polyamide or combination there of having apparent opening size of less than or equal to 85 microns and elongation at failure more than 50% in both directions including transportation labour, lead & lift complete as directed by Engineer in-charge.
Provision of FOB 03 m wide with ramps for recoupment of shortfall in Minimum Essential Amenities at Karonda(KOA) under VGLJ-BINA Section.
31000.00 Fe-500D or more of approved brands/makes. BRIDGELINE-JHS-ENGINEERING/NORTH CENTRAL RLY 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 conditions (not requiring traffic block) on sub- structure including provision of trolley refuges etc., complete as per approved QAP 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%