KOTA-CHITTOR Section- Supply and fixing fittings of new galvanised steel channel sleepers with renewal of new chequred plate and guard rail with flare end on various bridges (Bridge No. 273, 350, 415, 427 & 446) in SSE/PW/Mandalgarh section (641 Nos.)(For Balance Work)

Item Breakup - A-SOR

Each KOTA DIVISION-ENGG/WEST CENTRAL RLY Drilling of holes in rails of all section either manually or by drilling machine to correct spacing specified by engineer.

200.00 OHE bond holes.

500.00 plants and champhering kit.

8.00 flared portion of guard rail to required shape and design as per Drg. No. RDSO/T-4088 & T-4089 to 4097 with all contractor's material (excluding rails which shall be supplied by railway) tools & plants, labour etc. complete as per the directions of Engineer-in-charge. (Rate for one pair i.e. bending of two rails left and right) (Note:- Each set shall consist of a pair of guard rail)

6.00 approaches including fixing of railways rail screws, fish plates, rubber or M.S. packing plate with all labour, tools, equipments etc. complete as per standard drawing. (Note:- Each set shall consist of a pair of guard rail)

800.00 sleeper and sleeper density, the existing 90R/52kg.free rails/3 rail panels/5 rail panels/10 rail panels by removing fish plates, fastening and fish bolts, keeping released rails safely on cess and stacking other rreleased material as directed by Engineer (Work to be done under block and Railway's supervision) Hauling and pairing of rails unloaded in block section accurately with all lead, lift and crossing of lines if necessary including supporting the rails on railways wooden blocks and providing required gap at the ends and ensuring as required.

Metre Total 43835.90

Item Breakup - B-USSR

18.00 rails, pipes, wooden logs, stones over pitching stone size, RCC/PCC beams / slabs etc. and all similar articles (each individual article or bundle being more than 3.5 metres long in the longest direction) by truck, trailor, etc including all loading, unloading and stacking, lead over 500m and upto 10 km. Note : Lead under this item is payable when the same exceeds 500m.

23.00 76941.35 1769651.05 steel chequered plate conforming to IS: 3502 for pathway, trolley refuges, floor for the bridge including fixing the same over steel channel sleepers by drilling holes in channel sleepers and trolley refuges incl. nuts & bolts, tools and plants, labour as a complete job KOTA DIVISION-ENGG/WEST CENTRAL RLY Painting cleaned bridge plate girders including all scaffolding, shuttering and strutting along with provision of Jhoola / hanging scaffolding where required

390.00 conforming to IS : 104 followed by one coat of Zinc Chromate red oxide conforming to IS: 2074

390.00 conforming to IS : 2339 Total 1800601.51

Item Breakup - C-NS items

Supply and transportation of elastomeric pads, Set elastomeric neoprene pads and grooved rubber pads as per Drg. No. RDSO / B - 1636/2 & 1636/R-2 and RDSO / T - 5155 to 5164 & RDSO / T - 5197 to 5200 and specification given there in of approved quality with contractor's tools, plants labours taxes levies etc. complete.

Fixing of fittings on channel sleepers on bridges at Set any spacing , after dully painting top surface of girder, with all its fittings and fixtures including fixing of running rail, guard rail of any size elestomeric pads, grooved rubber pads, packing plates, etc. with contractors tools & plants, material consumable, labour handling, lead, lift, descent,ascent including all incidental work and other expenditure etc. complete as per instruction of engineer incharge of this authorised representative.

Removal of fittings from running rail on channel Per sleepers during traffic block including spacer bars / Track angles hook bolts and all other fittings with Metre contractor's tools & plants, material, consumable labour handling lead, lift, descent, ascent, including all incidental work and other expenditure etc. complete as per instructions of engineer incharge of his authorised representative.

Dismantling of steel work on bridges without MT damaging any component of span. Total 736667.40