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QUANTUM OF WORKS INVOLVED IN INCREASING CAPACITY OF DISTRIBUTION TRANSFORMER AT DIFF. SITES IN BUSINESS PLAN YEAR 2026-27 UNDER THE AREA OF EDD-MAGARWARA, UNNAO..
Fabrication and erection of Distribution Transformer fencing around Transformer and L.T. Distribution Pillar Box with 01 nos. gate & locking arrangement including cost of M.S. Angle size 40x40x5 and M.S. Flat size 25x5, fixing of welded steel wire fabric on steel frames by welding of 10 SWG wire fabric, including Painting of two coats of paint in iron based surfaces with ready mixed paint to give bus green shade including cleaning of oil & dust as per RESPO norms. (All the material will be arranged by the contractor)
Replacement of worn out girders of common loop line & up third loop line and replacement of wornout girders of UP & DN GC main Line Gaya Bridge along with replacement of bearing plate & fitting of UP & DN GC girder of Gaya Bridge at DHN.
1000.00 containers conforming to IS:2339 with DFT of 15 - 20 Microns for each coat. Removing of existing bed plate from existing bed block, supply, fabrication and erection of new bed plate of approved sizes in exact position over bed block of pier/abutments by giving full and even bearing, setting them on the layer of free flow non-shrinkable grouting compound, scrapping or chipping of bed block, if required, fabrication and fixing of holding down HTS bolts of suitable sizes along with nuts, washers etc., drilling holes of required size, grouting of holes by epoxy mortar after fixing holding down bolts. Total work to be done during traffic block. Cost of holding down HTS bolts shall be paid extra under relevant item for supply of HTS holding down bolts.
Ext of HT LT line inc. installation of 1x200 KVA DTR to Govt. Degree College Gondatwisa under ESD-GNT
Fabrication of Cross Arms by MS Channel/MS Angle as per specification
Reconstruction of SWD at Mariamman Kovil Street Opposite to Drinity Hotel in ward No - 52 East Zone
Reinforced Cement Concrete 1:1.5:3, one part of cement, one and half parts of sand , three parts of 20 mm hard blue granite metal by volume, characteristic strength not less than 20 N/sqmm) machine mixed for all reinforced Cement Concrete works, including scaffolding, cost of all materials, machine mixing, vibrating, lifting, curing, labour charges for laying & finishing etc., but excluding the cost and fabrication of reinforcements and also excluding centering and formwork etc., complete complying with the relevant standard specifications at all leads inside the building. ( CCMC 2025-26, Pg -05 s.no -17 )
Reconstruction of Culvert at Damodarasamy Layout AND Vettaikaran Kovil Street in ward No - 54 East Zone
Reinforced Cement Concrete 1:1.5:3, one part of cement, one and half parts of sand , three parts of 20 mm hard blue granite metal by volume, characteristic strength not less than 20 N/sqmm) machine mixed for all reinforced Cement Concrete works, including scaffolding, cost of all materials, machine mixing, vibrating, lifting, curing, labour charges for laying & finishing etc., but excluding the cost and fabrication of reinforcements and also excluding centering and formwork etc., complete complying with the relevant standard specifications at all leads inside the building. ( CCMC 2025-26, Pg -05 s.no -17 )
Construction of 03 Nos. Limited Height Subways (LHSs) of size 1 x5.0x5.0 M RCC Box at Km. 158.794 (Shifted location) in lieu of LC No. C-130 at Km. 158.669, at Km. 156.530 (Shifted location) in lieu of LC No. C-129 at Km. 156.800 between Bathinda Cantt. & Bhuchchu Railway Stations and at Km. 148.808 (Shifted location) in lieu of LC No. C-124 at Km. 149.158 between Lehra Mohabbat Railway Stations on Bathinda-Dhuri section of Ambala Division by Normal Pushing Method using Protection Plate Arrangement (PPA) including approaches and other allied works.
Casting single/twin RCC box of all sizes with or without common web section including design of pushing scheme, thrust bed, casting of all RCC components, with specified grade of controlled concrete, pushing it in correct position and alignment below Railway track/Road following all measures of track safety by 'Box pushing technique" as per approved drawings/scheme, with or without surcharge in all types of soils with disposal of surplus earth away from vent up to 1 Km, fixing arrangement for all services & utilities including parapet walls on both sides, wearing course, foot paths, plaques, drainage arrangements etc. and all other incidental works to complete the ROB/RUB/Canal crossing in all respect as per specifications to the satisfaction of Engineer-in-Charge. N o t e : 1. The rate includes all items of work/supplies for complete job in all respects except "cost of Reinforced cement concrete, cement, reinforcement & shuttering" of (i) main RCC Box; (ii) Thrust Bed; (iii) Footpath (iv) Parapet wall and (v) wearing Course only, which shall be paid extra under relevant items of USSOR. 2. In case Drag Sheet and/or Rail Cluster are to be used as per approved scheme and design, the same shall be paid extra under relevant item. 3. The payment for this item shall be made for the clear inner cross section area of the parent RCC Box/Boxes and barrel length i.e. clear inner volume of parent RCC Box/Boxes. Total 11700768.28 Item- 4 Chapter-4 Bridge Works-Super Structure (Steel) S No. Item No Description of Item Unit Qty Rate Amount DYCE-C-1-UMB-ENGINEERING/NORTHERN RLY Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Quality "B0" Grade Designation E 2 5 0 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 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 o n l y. 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%