HUBBALLI DIVISION: Miscellaneous annual Maintenance activities for quarters and service building under SSE/Work/Quarters Jurisdiction.(Special Work-09).

Item Breakup - B-SCH-B

"Maintenance , repair / replacement in Per respect of 1) Masonry works - brick work, Day concreting,grouting, plastering, pointing, Per Set flooring / dado work, Open drainage works, roof leakages etc. 2) Carpentry works - Wood work, doors & windows,cup boards, frames, shutters fittings & fastenings,rafters, reapers, wooden furnitures, roof sheeting etc.3) Plumbing works- Day to day maintenance and repair works in Plumbing related. By supplying multi skilled team. Each team of Multi skilled man comprises of 2 members of mason or carpenter or plumber or combination as per requirement with all Contractors tools, transportation, lead & lift,equipment's & scaffolding arrangements, safety equipment, maintenance of tools & other equipments etc. Material required for repair / replacement / other petty repair works will be supplied by the Railway at free of cost at work spot and as decided by Engineer in charge. The rate is for any one team of multi skilled members. Note: 1) Each member of team should report to SSE/Works - In charge on or before 9hrs on required working days as required by Railways 2) The Contractor should attend the maintenance, repair / replacement works with number of labour specified - one team of 2 nos for each category of work as directed by the Engineer in charge 3) A day to day register shall be maintained for this purpose and the same should be produced to the SSE/Works - In charge when ever required and produced the same for making payment 4) If any complaint / deficiency noticed in the working of the labourer, they should replaced with new person as per the direction of the Engineer in charge,. 5 ) Two times maintenance cost (per team / per day) will be imposed as penalty for the deficiency in working by the contractor's labour 6) The contractor should comply with existing laws and acts of Govt. of India and State Govt. Law and acts in engagement and working with labour 7) Mobile phone communication facility should be provided by the contractor to the each team for communication with departmental officials for instructions."

Providing and fixing PVC multiple hollow Sqm section of approved colour with tongue and groove fixture having wall thickness 1mm and overall thickness 12mm in ceiling on existing frame work Total 3190291.36

Item Breakup - D-SCH-D

of 88 mm, weighing not less than 190 gms. 18.0 WATER SUPPLY 18.7S C.P.V.C. PIPES Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings and fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & 18.8 fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc. 96 18.8.1 15 mm nominal dia Pipes Metre 150 497.8 74670 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This 18.9 includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 97 18.9.1 15 mm nominal dia Pipes Metre 100 244.7 24470 18.15S BRASS FITTINGS Providing and fixing ball valve (brass) of 18.18 approved quality, High or low pressure, with plastic floats complete : 98 18.18.1 15 mm nominal bore Each 10 406.85 4068.5 Providing and fixing C.P. brass shower rose 18.22 with 15 or 20 mm inlet 99 18.22.2 150 mm diameter Each 10 222.35 2223.5 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS 18.51 standards and weighing not less than 690 gms. 100 18.51.1 15 mm nominal bore Each 50 798.95 39947.5 Providing and fixing C.P. brass angle valve for 18.53 basin mixer and geyser points of approved quality conforming to IS:8931 101 18.53.1 15mm nominal bore Each 50 574.3 28715 19.0 DRAINAGE 19.1S STONE WARE PIPES AND FITTINGS Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed 19.6 with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 102 19.6.3 250 mm dia. R.C.C. pipe Metre 50 899.8 44990 21.0 ALUMINIUM WORK 21.1S General HUBLI DIVISION-ENGG/SOUTH WESTERN RLY Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ 21.1 neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / panelling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, panelling and dash fasteners to be paid for separately) : 21.1.1 For fixed portion 21.1.1.3 Polyester powder coated aluminium Kg 400 539.85 215940 103 (minimum thickness of polyester powder coating 50 micron) For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings 21.1.2 wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) 21.1.2.3 Polyester powder coated aluminium Kg 400 643.45 257380 104 (minimum thickness of polyester powder coating 50 micron) Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene 21.3 gasket etc. complete as per the architectural drawings and the directions of engineer-in- charge . (Cost of aluminium snap beading shall be paid in basic item): 21.3.2 With float glass panes of 5 mm thickness Sqm 150 1505.25 225787.5 105 (weight not less than 12.50 kg/sqm) 22.0 WATER PROOFING 22.1S General 22.5 Providing and laying water proofing Sqm 150 617.05 92557.5 treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying :(a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/ sqm. This layer will be allowed to air cure for 4 106 hours.(b) Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound @ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry. HUBLI DIVISION-ENGG/SOUTH WESTERN RLY 22.22A P r o v i d i n g and applying fibre reinforced Sqm 500 563.1 281550 elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric water proofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted 107 elastomeric water proofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in- Charge. 22.23A Providing & Applying polymer modified, Sqm 250 447.35 111837.5 flexible cementitious negative side waterproofing coating with elastic waterproofing polymers on interior wall plaster surface in three coats @14.35 kg /10 sqm. one coat of self priming of cementitious waterproofing polymer(dilution with water in 108 the ratio of 1:1) and two coats of cementitious waterproofing polymer (dilution with water in the ratio of 3:1 ) after scrapping and properly cleaning the surface to remove pre-existing paint film & loose particles till plaster is visible, complete in all respect as per the direction of Engineer-in-Charge. 26.0 NEW TECHNOLOGIES AND MATERIALS 26.28S REPAIR AND REHABILITATION ITEMS Drilling suitable holes in reinforced or plain cement concrete with power driven drill machine to a minimum depth of 100 mm upto 200 mm in RCC beams, lintels, columns and slabs to introduce steel bars for 26.30 sunshades/balconies including fixing the steel bars in position using epoxy resin anchor grout of approved make but excluding the cost of reinforcement, all complete as per direction of Engineer-In-Charge. 109 26.30.1 Upto and including 12mm dia. Each 100 141.2 14120 Providing, mixing and applying bonding coat of approved adhesive on chipped portion of 26.31 RCC as per specifications and direction of Engineer-In-charge complete in all respect. 26.31.2 Epoxy bonding adhesive having coverage Sqm 50 285.2 14260 110 2.20 sqm/kg of approved make Providing and injecting approved grout in proportion recommended by the manufacturer into cracks/honey-comb area of concrete/masonry by suitable gun/pump at 26.35 required pressure including cutting of nipples after curing etc. complete as per directions of Engineer-in-Charge. (The payment shall be made on the basis of actual weight of approved grout injected.) 26.35.3 Epoxy injection grout in concrete/RCC work of Kg 100 553.4 55340 111 approved make HUBLI DIVISION-ENGG/SOUTH WESTERN RLY 26.39 Providing and inserting 12 mm dia galvanised Each 100 236.9 23690 steel injection nipple in honey comb area and along crack line including drilling of holes of required diametre (20 mm to 30 mm) up to depth from 30 mm to 80 mm at required 112 spacing and making the hole & crack dust free by blowing compressed air, sealing the distance between injection nipple with adhesive chemical of approved make and allow it to cure complete as per direction of Engineer-In-Charge. 26.41S NEW TECHNOLOGY ITEMS Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of 26.68 grade M10 made of C&D waste from approved manufacturer in foundation and plinth in: 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse cum 40 7387.25 295490 113 sand) Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of 26.69 grade M10 made of C&D waste from approved manufacturer in superstructure above plinth level up to floor V level 26.69.1 Cement mortar 1:6 (1 cement : 6 coarse cum 40 9844.65 393786 114 sand) Total 39519167.60