Utility shifting works comprising dismantling and construction of station buildings at Pilol and Limkheda; Foot Over Bridges (FOBs) at Pilol, Samlaya, Piplod, Limkheda, Champaner and other stations; quarters at Chhayapuri, Bakrol, Samlaya, Dahod, Limkheda, Rentia and other locations; tool rooms; S&T auto huts at various stations and in the section; and other miscellaneous works in the Vadodara-Dahod section in connection with the quadrupling project between Vadodara and Ratlam (258.94 km) on Western Railway.

A-Except supply & Utilization of Steel

B-Supply & Utilization of Steel

C-Earthwork in Formation

D-Except Earthwork in Formation

Item Breakup - A-Except supply & Utilization of Steel

Item Breakup - B-Supply & Utilization of Steel

Item Breakup - C-Earthwork in Formation

Using Soil Class SQ1 Total 1513320.00

Item Breakup - D-Except Earthwork in Formation

Shoring with 'Z' section MS sheet piles Sqm side by side in all kinds of soil mechanically or manually as per approved drawing with contractor's own arrangement complete in all respects and removal of sheet piles after completion of the work as directed by engineer in-charge Note: Payment will be made as per actual driven length of pile. Supplying, fabrication, assembling of all types of steel girders of specified spans with structural steel conforming to Q uality "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 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% CAO-C-BRC-ENGINEERING/WESTERN RLY

Plate Girder/Composite Girder (Steel Work)

Supplying and fixing HSFG bolts of any Kg dia and any length with suitable nuts including DTI washers conforming to IRS- B1-2001 for bridges and steel structures with contractors labour, tools and plants and lead and lift etc., complete. Metallizing of steel work of girders with sprayed aluminium after surface preparation by Sand/grit blasting, followed by one coat of etch primer (IS:5666) & one coat of Zinc Chrome primer (IS:104) and two coats of aluminium paint (IS:2339) with all labour, T&P and material as a complete job duly conforming to all relevant specifications and process given under Clause 39 of IRS-B1-2001. Note: Nominal Thickness of sprayed Aluminium coating shall be 150 microns. DFT of Zinc chrome primer shall be 25-30 microns and DFT of each coat of Aluminium paint shall be 12-14 microns.

On new girder during fabrication

Supplying and fixing M.S. Angles 65mmx Kg 65mmx 8mm or any other size conforming to IS:2062 in the nosing of steps of stair cases of Foot Over Bridges including provision of 10mm dia, anchor bar 600mm c/c and fixing with main girder with M.S. flat, making anti-slip arrangements over the top of nosing as per approved scheme given by Engineer in charge with all material, labour, T&P as a complete job. 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.

Supply of HTS holding down bolts with Kg nuts, washer etc. CAO-C-BRC-ENGINEERING/WESTERN RLY

Supplying welded and/or bolted and/or riveted steel work in built up sections, trusses and framed work, staging, racks, Height Gauge etc. for Steel Structures other than bridge girders, using RSJ, tees, angles and channels/flats, plates, gussets, round or square bars, cleats, bolts etc., with contractors own steel including cutting, bending, straightening, drilling, riveting, hoisting, fixing, erecting, welding, bolting etc., with Providing stiffeners wherever required as per approved drawing including applying a priming coat of a approved steel primer with all contractor's materials, labour, tools & plants, lead & lift including crossing of tracks if required etc., complete as per specification and as directed by Engineer-in-charge. Note: The payment shall be made on the theoretical weight of main components and gusset plates only.

Providing & fixing 12 mm rabbit wire Sqm mesh at the junction of RCC where specifically ordered or as shown in the drawing

Dewatering of natural or accumulated HP water from any location. Payment to be Hour done for Horse power of pump multiplied by pumping hours. Hiring of machinery for minor miscellaneous works for short duration including operator/driver, fuel, lubricants and consumable. The contractor shall arrange all statutory permits as required by rules and regulations prevailing in the area of work. Payment shall be made for actual working hours at site.

JCB Backhoe Loaders 3DX Plus or similar Hour with minimum 1.10 cum bucket capacity

Tractor transportation or other misc. works. Total 98284637.61

Item Breakup - E-NS Items

NS/1: fabrication, testing and welding with stud guns etc.of normal headed / round studs shear connections 2 5 m m d i a a n d 120 m m length confirming t o I S 3935-66 as per specification of RDSO Drg.No.B11753,5251 & RDSO-B- 11757-1 along with ferrules on top flanges of girders for deck slabs.as per the direction /approval of Engineer in charge . In case shear connections/studs of others sizes are required,than payment/ recovery on prorate basis of weight shall be made. the rate is inclusive of all taxes, services charges, transportation, lead lift,wastege etc. complete in all respect.Nothing extra shall be payable other than the rate quoted.Nothing extra shall be payable against any breakdown of machines. site facilities shall be provided by the contractor at site. The facility of required Electricity of 400/440 V power source K/380 KVA DG set, cable 400 A switch fuse, loading & unloading the machine from truck and to carry to site shall be done by the contractor.

NS/2: Extra to be paid for launching of MT girder of FOB under traffic or power block. Note:- (1) Payment under this item to be paid for only members to be launched under traffic or power block. (2) 100% test check by ADEN concerned is compulsory. Total 1369070.14