Bhavnagar Terminus (BVC) Yard Remodeling and improvement of interlocking.

2- USSOR 2021 Items

3-USSOR 2021 (P.Way Work)

4- NS Items (Civil)

Item Breakup - 1- DSR-2021

nominal size derived from natural sources) Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, 5.2 pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 5.2.2 1:1.5:3 (1 cement : 1.5 coarse cum 8.4 10185.05 85554.42 sand(zone-III) derived from natural 22 sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) 5.9S FORM WORK BHAVNAGAR DIVISION-ENGG/WESTERN RLY Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of Sqm 9385 307.95 2890110.75 23 columns, etc. for mass concrete 5.9.2 Walls (any thickness) including attached Sqm 12526 669.55 8386783.3 24 pilasters, butteresses, plinth and string courses etc. 5.9.3 Suspended floors, roofs, landings, Sqm 4158 766.55 3187314.9 25 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 7177 608.35 4366127.95 26 bressumers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Sqm 5531 804.25 4448306.75 27 Posts and Struts 5.9.7 Stairs, (excluding landings) except Sqm 45 657.75 29598.75 28 spiral-staircases 29 5.9.8 Spiral staircases (including landing) Sqm 45 652.8 29376 30 5.9.9 Arches, domes, vaults up to 6 m span Sqm 54 1826.25 98617.5 5.9.10 Extra for arches, domes, vaults Sqm 54 575.25 31063.5 31 exceeding 6 m span 32 5.9.11 Chimneys and shafts Sqm 5 669.55 3347.75 Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and 5.11 decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). 5.11.1 Suspended floors, roofs, landing, beams Sqm 2203 319.25 703307.75 33 and balconies (Plan area to be measured) 5.12S PRE-CAST RCC Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand(zone- III) : 4 graded stone aggregate 6mm nominal size ), reinforced with 1.6 mm dia mild steel wire, including centering 5.18 and shuttering, roughening cleaning, fixing and finishing in cement mortar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits. 34 5.18.1 50 mm thick Sqm 3 1580.9 4742.7 5.22S STEEL REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting, 5.22 bending, placing in position and binding all complete upto plinth level. 5.22.6 Thermo-Mechanically Treated bars of Kg 66475 89.65 5959483.75 35 grade Fe-500D or more. Steel reinforcement for R.C.C. work including straightening, cutting, 5.22A bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of Kg 90096 89.65 8077106.4 36 grade Fe-500D or more. 5.23S MISCELLANEOUS 5.23 Smooth finishing of the exposed surface Sqm 1531 253.05 387419.55 37 of R.C.C. work with 6 mm thick cement mortar 1:3 (1 Cement : 3 fine sand). Providing and fixing sheet covering over 5.29 expansion joints with iron screws as per design. BHAVNAGAR DIVISION-ENGG/WESTERN RLY 5.30 Add for plaster drip course/ groove in Metre 270 64.7 17469 38 plastered surface or moulding to R.C.C. projections. 5.33S DESIGN MIX CONCRETE Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, 5.33 c u r i n g , carriage for all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in- charge ; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 1.10 times of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cum 448 8683.8 3890342.4 39 cement content of 330 kg /cum 5.33.1.2 Concrete of M30 grade with minimum cum 4053 8825.35 35769143.55 40 cement content of 350 kg /cum All works above plinth level upto floor V 5.33.2 level 5.33.2.1 Concrete of M25 grade with minimum cum 70 10306.2 721434 41 cement content of 330 kg /cum 5.33.2.2 Concrete of M30 grade with minimum cum 1002 10477.75 10498705.5 42 cement content of 350 kg /cum 5.35 Add for using extra cement in the items Quintal 2229 688.45 1534555.05 43 of design mix over and above the specified cement content therein. 7.0 STONE WORK 7.1S RANDOM RUBBLE MASONRY Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 7.1 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : 7.1.1 Cement mortar 1:6 (1 cement : 6 coarse cum 2 6653.45 13306.9 44 sand) Random rubble masonry with hard stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 7.2 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. 7.2.1 Cement mortar 1:6 (1 cement : 6 coarse cum 2 8275.7 16551.4 45 sand) 7.6S COURSED RUBBLE MASONRY BHAVNAGAR DIVISION-ENGG/WESTERN RLY Coursed rubble masonry (first sort) with 7.6 hard stone in foundation and plinth with : 7.6.1 Cement mortar 1:6 (1 cement : 6 coarse cum 2 7914.5 15829 46 sand) 8.0 CLADDING WORK Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base 8.2 cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. Granite stone slab of colour black, 8.2.2 Cherry/Ruby red 47 8.2.2.1 Area of slab upto 0.50 sqm Sqm 2 4679.35 9358.7 48 8.2.2.2 Area of slab over 0.50 sqm Sqm 21 4425.35 92932.35 Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to 8.3 give high gloss finish etc. complete as per design approved by Engineer-in- Charge. 49 8.3.2 Granite work Metre 42 418.85 17591.7 8.5 Extra for providing opening of required Each 4 808.15 3232.6 size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ 50 stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. 8.20S STONE WORK DRY CLADDING 8.31 Providing and fixing Ist quality ceramic Sqm 550 1063.45 584897.5 glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of 51 steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. 9.0 WOOD AND P.V.C. WORK Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes, 9.9 (weight not less than 10 kg per sqm) fixing with ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. BHAVNAGAR DIVISION-ENGG/WESTERN RLY Providing and fixing factory made laminated veneer lumber glazed shutter conforming to IS: 14616 and TADS 15:2001 (Part B), using 4 mm thick float glass panes for doors, windows and 9.10 clerestory windows, fixing with butt hinges of required size with necessary screws, all as per directions of Engineer- in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) 52 9.10.1 30 mm thick shutters Sqm 22 2682.05 59005.1 Providing and fixing 25 mm thick 9.16 shutters for cup board etc. : Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 9.21 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 9.21.2 30 mm thick including ISI marked Sqm 53 1881.95 99743.35 53 Stainless Steel butt hinges with necessary screws Extra for Providing and fixing flush doors with decorative veneering instead 9.22 of non decorative ISI marked flush door shutters conforming to IS: 2202 (Part I) 54 9.22.1 On one side only Sqm 102 408.05 41621.1 COPER OXIDISED MILD STEEL FITTINGS 9.57S (COPPER OXIDISED AS PER IS: 1378) Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and 9.62 screws etc. complete : (copper oxidized as per IS: 1378) 55 9.62.1 300x16 mm Each 6 180.55 1083.3 Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel 9.63 type) with necessary screws etc. complete : (copper oxized as per IS: 1378) 56 9.63.1 250x10 mm Each 6 74.65 447.9 9.105S GYPSUM BOARD PARTITIONS 9.121 Providing and fixing Fiber Glass Metre 42 702.6 29509.2 Reinforced plastic (FRP) Door Frames of cross-section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminate shall be moulded with fire resistant grade unsaturated polyester 57 resin and chopped mat. Door frame laminate shall be 2mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame. Providing and fixing to existing door 9.122 frames. BHAVNAGAR DIVISION-ENGG/WESTERN RLY 9.122.2 30 mm thick Fiberglass Reinforced Sqm 13 3963.7 51528.1 Plastic (F.R.P.) flush door shutter in different plain and wood finish made with fire retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate all around, with suitable wooden blocks inside at required places 58 for fixing of fittings and polyurethane foam (PUF)/Polystyrene foam to be used as filler material throughout the hollow panel, casted monolithically with testing parameters of F.R.P. laminate conforming to table - 3 of IS: 14856, complete as per direction of Engineer- in-charge. 10.0 STEEL WORK 10.1 Structural steel work in single section, Kg 980 93.05 91189 fixed with or without connecting plate, 59 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.2 Structural steel work riveted, bolted or Kg 9492 111.95 1062629.4 welded in built up sections, trusses and framed work, including cutting, hoisting, 60 fixing in position and applying a priming coat of approved steel primer all complete. Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, 10.16 fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. 61 10.16.2 Hot finished seamless type tubes Kg 1980 168.95 334521 Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase 10.26 railing and similar works, including applying priming coat of approved steel primer. 62 10.26.3 G.I. pipes Kg 450 180.2 81090 10.28 Providing and fixing stainless steel ( Kg 856 612.25 524086 Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash 63 fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). 11.0 FLOORING Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali 11.21 resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. BHAVNAGAR DIVISION-ENGG/WESTERN RLY In flooring on a bed of 10 mm thick 11.21.1 mortar 1:4 (1 acid proof cement : 4 coarse sand) 64 11.21.1.1 Acid and alkali resistant tile Sqm 116 1515.45 175792.2 In dado/skirting on 12 mm thick mortar 11.21.2 1:4 (1 acid proof cement : 4 coarse sand) 65 11.21.2.1 Acid and alkali resistant tile Sqm 3 1637.7 4913.1 11.26S KOTA STONE FLOORING Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed 11.26 with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 66 11.26.1 25 mm thick Sqm 320 1706.6 546112 11.37S CERAMIC GLAZED TILES 11.37 Providing and laying Ceramic glazed Sqm 51 935.6 47715.6 floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, 67 Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. 11.41S VITRIFIED FLOOR TILES Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 11.41 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joints with white cement and matching pigments etc., complete. 68 11.41.2 Size of Tile 600x600 mm Sqm 61 1416.65 86415.65 69 11.41.3 Size of Tile 800x800 mm Sqm 661 1879.95 1242646.95 Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix of 0.70 kg of organic coated filler of desired shade (0.10 kg of 11.48 hardener and 0.20 kg of resin per kg), including filling / grouting and finishing complete as per direction of Engineer- in-charge. 70 11.48.3 Size of Tile 800x800 mm Sqm 661 205.15 135604.15 BHAVNAGAR DIVISION-ENGG/WESTERN RLY Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 11.56 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. 11.56.1 Polished Granite stone slab colour of Sqm 210 3908.8 820848 71 Black, Cherry/Ruby Red or equivalent 12.0 ROOFING 12.24S CEILING Providing and fixing plain multipurpose cement board(Hight pressure steam 12.26 cured) with suitable screws for cement particle board in ceiling etc. complete (frame work to be paid seperatately). 12.26.1 6 mm thick Cement fiber board as per Sqm 13 773.4 10054.2 72 IS: 14862 Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12.40 12 mm thick cement mortar of the same mix, as that of masonry (lead caulking will be paid for separately): Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, 12.41 including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. 73 12.41.1 75 mm diameter Metre 157 213 33441 74 12.41.2 110 mm diameter Metre 175 319.75 55956.25 Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 12.42 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. 12.42.1 Coupler 75 12.42.1.1 75 mm Each 2 79.8 159.6 76 12.42.1.2 110 mm Each 3 119.95 359.85 12.42.3 Single tee with door 77 12.42.3.1 75x75x75 mm Each 3 141.55 424.65 78 12.42.3.2 110x110x110 mm Each 3 205.45 616.35 12.42.4 Single tee without door 79 12.42.4.1 75x75x75 mm Each 3 124.2 372.6 80 12.42.4.2 110x110x110 mm Each 3 190.75 572.25 12.42.5 Bend 87.5 degrees 81 12.42.5.1 75 mm bend Each 16 91.8 1468.8 82 12.42.5.2 110 mm bend Each 29 132 3828 12.42.6 Shoe (Plain) 83 12.42.6.1 75 mm Shoe Each 2 81.1 162.2 84 12.42.6.2 110 mm Shoe Each 1 115.95 115.95 BHAVNAGAR DIVISION-ENGG/WESTERN RLY Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood 12.43 plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 85 12.43.1 75 mm Each 3 310.85 932.55 86 12.43.2 110 mm Each 4 309.5 1238 Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating 12.47 minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 87 12.47.2 2 mm thick flat Sqm 434 1048.5 455049 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 88 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 2449.3 282 690702.6 13.3 20 mm cement plaster of mix : 89 13.3.1 1:4 (1 cement: 4 fine sand) Sqm 781.5 402.15 314280.23 13.4S CEMENT PLASTER (IN COARSE SAND) 13.6 20 mm cement plaster of mix : 90 13.6.2 1:6 (1 cement: 6 coarse sand) Sqm 2023 401.35 811931.05 13.25 Extra for plastering: 13.26 Providing and applying plaster of paris Sqm 3500 214.3 750050 putty of 2 mm thickness over plastered 91 surface to prepare the surface even and smooth complete. Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of 13.42 approved manufacturer, of required shade and colour complete, as per manufacturer's specification. 92 13.42.1 Two or more coats on new work Sqm 4330 92.75 401607.5 13.44S EXTERIOR FINISHING Finishing walls with textured exterior 13.45 paint of required shade : 13.45.1 New work (Two or more coats applied @ Sqm 1740 245 426300 3.28 ltr/10 sqm) over and including 93 priming coat of exterior primer applied @ 2.20kg/10 sqm Finishing walls with Premium Acrylic 13.47 Smooth exterior paint with Silicone additives of required shade: 13.47.1 New work (Two or more coats applied @ Sqm 630 162.35 102280.5 1.43 ltr/10 sqm over and including 94 priming coat of exterior primer applied @ 2.20 kg/10 sqm) BHAVNAGAR DIVISION-ENGG/WESTERN RLY Painting with silicon & acrylic emulsion based water thinnable sealer of 13.51 approved brand and manufacture on wet or patchy portion of plastered surfaces : 95 13.51.2 Two coats Sqm 102 132.65 13530.3 Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's 13.52 specifications including appropriate priming coat, preparation of surface, etc. complete. 96 13.52.1 On steel work Sqm 4136 201.7 834231.2 97 13.52.2 On concrete work Sqm 630 198.4 124992 Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 98 13.61.1 Two or more coats on new work Sqm 13 131.45 1708.85 15.0 DISMANTLING AND DEMOLISHING Demolishing cement concrete manually/ by mechanical means including disposal 15.2 of material within 50 metres lead as per direction of Engineer - in - charge. 15.2.1 Nominal concrete 1:3:6 or richer mix cum 49 2007.1 98347.9 99 (i/c equivalent design mix) 15.3 Demolishing R.C.C. work manually/ by cum 55 2928.1 161045.5 mechanical means including stacking of 100 steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of 15.7 unserviceable material within 50 metres lead as per direction of Engineer-in- charge. 101 15.7.4 In cement mortar cum 372 1698.45 631823.4 Dismantling steel work in single 15.17 sections including dismembering and stacking within 50 metres lead in: 102 15.17.2 Channels, angles, tees and flats Kg 1562 1.9 2967.8 Dismantling C.I. or asbestos rain water pipe with fittings and clamps including 15.42 stacking the material within 50 metres lead : 103 15.42.2 100 mm dia pipe Metre 90 64.3 5787 Dismantling G.I. pipes (external work) including excavation and refilling trenches after taking out the pipes, 15.44 manually/ by mechanical means including stacking of pipes within 50 metres lead as per direction of Engineer-in-charge : 104 15.44.1 15 mm to 40 mm nominal bore Metre 9 124.1 1116.9 105 15.44.2 Above 40 mm nominal bore Metre 23 134.25 3087.75 Dismantling C.I. pipes including excavation and refilling trenches after taking out the pipes, manually/ by mechanical means breaking lead 15.45 caulked joints, melting of lead and making into blocks including stacking of pipes & lead at site within 50 metre lead as per direction of Engineer-in- charge: 106 15.45.1 Up to 150 mm diameter Metre 90 340.7 30663 BHAVNAGAR DIVISION-ENGG/WESTERN RLY 107 15.45.2 Above 150 mm dia up to 300 mm dia Metre 45 448.15 20166.75 15.60 Disposal of building rubbish / malba / cum 440 219.35 96514 similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, 108 unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. 16.0 ROAD WORK 16.1S ROADS 16.3 Supplying and stacking at site. 109 16.3.1 90 mm to 45 mm size stone aggregate cum 313 1937.6 606468.8 16.4 Laying, spreading and compacting cum 313 865.8 270995.4 stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 110 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . 16.42S CONCRETE PAVEMENTS Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling 16.43 to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge (Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately). 16.43.1 Cement concrete prepared with batch cum 313 9492.9 2971277.7 111 mixing machine 16.49S MISCELLANEOUS BHAVNAGAR DIVISION-ENGG/WESTERN RLY Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted 16.91 bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge. 16.91.1 60mm thick cement concrete paver Sqm 217 932.35 202319.95 112 block of M-35 grade with approved colour, design & pattern. 17.0 SANITARY INSTALLATIONS Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard 17.7 pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: 17.7.4 White Vitreous China Flat back wash Each 9 1679.6 15116.4 113 basin size 550x 400 mm with single 15 mm C.P. brass pillar tap Providing and fixing white vitreous 17.13 china water closet squatting pan (Indian type) : 17.13.2 Orissa pattern W.C. pan of size 580x440 Each 2 2758.2 5516.4 114 mm 17.15 Providing and fixing white vitreous Each 9 2403.65 21632.85 115 china pedestal type (European type/ wash down type) water closet pan. 17.16 Extra for using coloured pedestal type Each 4 167.25 669 W.C pan (European type) with low level 116 cistern of same colour instead of white vitreous china W.C pan and cistern. 17.16A Providing and fixing 8 mm dia C.P. / S.S. Each 9 299.35 2694.15 Jet with flexible tube upto 1 metre long 117 with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by Engineer - in - charge. Providing and fixing P.V.C. low level flushing cistern with manually 17.18 controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete. 118 17.18.1 10 litre capacity - White Each 11 1023.05 11253.55 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic 17.32 moulded frame of approved make and shade with 6 mm thick hard board backing : 17.32.3 Oval shape 450x350 mm (outer Each 9 1157.4 10416.6 119 dimensions) BHAVNAGAR DIVISION-ENGG/WESTERN RLY 17.71 Providing and fixing PTMT liquid soap Each 9 146.3 1316.7 container 109 mm wide, 125 mm high and 112 mm distance from wall of 120 standard shape with bracket of the same materials with snap fittings of approved quality and colour, weighing not less than 105 gms. Providing and fixing PTMT towel rail complete with brackets fixed to wooden 17.73 cleats with CP brass screws with concealed fittings arrangement of approved quality and colour. 17.73.1 450 mm long towel rail with total length Each 9 573.6 5162.4 of 495 mm, 78 mm wide and effective 121 height of 88 mm, weighing not less than 170 gms 18.0 WATER SUPPLY 18.4S PP-R PIPES Providing and fixing 3 layer PP-R (Poly propylene Random copolymer) pipes confirming to IS:15801 UV stabilized & anti - microbial fusion welded, having thermal stability for hot & cold water 18.6 supply, including all PP - R plain & brass threaded polypropylene random fittings, including trenching, refilling & testing of joints complete as per direction of Engineer-in-Charge. - External work 122 18.6.3 PN - 16 Pipe, 32 mm OD (SDR-7.4) Metre 50 320.6 16030 123 18.6.5 PN - 10 Pipe, 50 mm OD (SDR-11) Metre 50 568.6 28430 124 18.6.6 PN - 10 Pipe, 63 mm OD (SDR-11) Metre 210 654.65 137476.5 125 18.6.9 PN - 10 Pipe, 110 mm OD (SDR-11) Metre 550 1689.5 929225 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, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step 18.8 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 wall etc. 126 18.8.2 20 mm nominal dia Pipes Metre 79 513.75 40586.25 127 18.8.3 25 mm nominal dia Pipes Metre 50 626.05 31302.5 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing 18.9 of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.- External work 128 18.9.5 40 mm nominal dia Pipes Metre 178 559.2 99537.6 129 18.9.6 50 mm nominal dia Pipes Metre 100 811.85 81185 Providing and fixing G.I. pipes complete 18.12 with G.I. fittings including trenching and refilling etc.-External work 130 18.12.6 50 mm dia nominal bore Metre 14 654.2 9158.8 BHAVNAGAR DIVISION-ENGG/WESTERN RLY 131 18.12.8 80 mm dia nominal bore Metre 14 919.1 12867.4 18.15S BRASS FITTINGS Providing and fixing gun metal gate 18.17 valve with C.I. wheel of approved quality (screwed end) : 132 18.17.1 25 mm nominal bore Each 69 532.35 36732.15 133 18.17.4 50 mm nominal bore Each 64 878.25 56208 Providing and fixing uplasticised PVC 18.21 connection pipe with brass unions : Providing and fixing C.P. brass shower 18.22 rose with 15 or 20 mm inlet : 134 18.22.1 100 mm diameter Each 9 166.35 1497.15 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES 18.48 Providing and placing on terrace (at all Litre 8836 9.7 85709.2 floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and 135 suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. 18.49S C.P. BRASS FITTINGS Providing and fixing C.P. brass long nose bib cock of approved quality 18.50 conforming to IS standards and weighing not less than 810 gms. 136 18.50.1 15 mm nominal bore Each 28 715.05 20021.4 Providing and fixing C.P. brass angle valve for basin mixer and geyser points 18.53 of approved quality conforming to IS:8931 137 18.53.1 15mm nominal bore Each 18 500.35 9006.3 18.54S PTMT FITTINGS Providing and fixing PTMT bib cock of 18.54 approved quality and colour. 18.54.2 15 mm nominal bore, 122mm long, Each 2 143.3 286.6 138 weighing not less than 99 gms Providing and fixing PTMT stop cock of 18.55 approved quality and colour. 18.55.3 Concealed stop cock, 15 mm nominal Each 9 183.4 1650.6 139 bore, 108 mm long, weighing not less than 108 gms Providing and fixing PTMT, push cock of 18.57 approved quality and colour. 18.57.1 15 mm nominal bore, 98 mm long, Each 2 96.45 192.9 140 weighing not less than 75 gms AIR VALVE & WATER METER (BULK 18.59S TYPE) Providing and fixing PTMT Ball cock of approved quality, colour and make 18.62 complete with Epoxy coated aluminium rod with L.P./ H.P.H.D. plastic ball. 18.62.3 25 mm nominal bore, 152mm long, Each 2 459.4 918.8 141 weighing not less than 440 gms 18.77 Cutting holes up to 15x15 cm in R.C.C. Each 18 377.1 6787.8 floors and roofs for passing drain pipe etc. and repairing the hole after insertion of drain pipe etc. with cement 142 concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), including finishing complete so as to make it leak proof. 19.0 DRAINAGE BHAVNAGAR DIVISION-ENGG/WESTERN RLY Providing and fixing square-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300 19.4 x300 mm size (inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design: Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of 19.6 cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 143 19.6.3 250 mm dia. R.C.C. pipe Metre 53 811.15 42990.95 144 19.6.4 300 mm dia. R.C.C. pipe Metre 44 902.05 39690.2 145 19.6.5 450 mm dia. R.C.C. pipe Metre 18 1481.55 26667.9 22.0 WATER PROOFING 22.5 Providing and laying water proofing Sqm 39 516.6 20147.4 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 hours. (b) 146 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. STRUCTURAL GLAZING ALUMINIUM 25.0 COMPOSITE PANEL BHAVNAGAR DIVISION-ENGG/WESTERN RLY 25.8 Design supply & installation of Sqm 11 8230.05 90530.55 suspended Spider Glazing system designed to withstand the wind pressure as per IS 875 (Part-III). The Suspended System held with Spider Fittings of SS- 316 Grade Steel of approved manufacturer with glass panel having 12 mm thick clear toughened glass held together with SS- 316 Grade Stainless steel Spider & bolt assembly with laminated glass fins 21 mm thick. The Glass fins and glass panel assembly shall be connected to Slab/beams by means of SS- 316 Grade stainless steel brackets & Anchor bolts and at the bottom using SS channel of 50x25x2mm using fastener & anchor bolts, non staining weather sealants of approved make, Teflon/ nylon bushes and separators to prevent bi-metallic contacts, all complete to perform as per 147 specification and approved drawings. The complete system to be designed to accommodate thermal expansion & seismic movements etc. The joints between glass panels (6 to 8 mm) and gaps at the perimeter & in U channel of the assembly to be filled with non staining weather sealant, so as to make the entire system fully water proof & dust proof. The rate shall include all design, Engineering and shop drawing including approval from structural designer, labour, T&P, scaffolding, other incidental charges including wastage, enabling temporary services all fitting fixers nut bolts, washer, Buffer plates, fastener, anchors, SS channel laminated glass etc. all complete. For the purpose of payment, actual elevation area of Glazing including thickness of joints and the portion of Glass panel inside the SS channel shall be measured. 26.0 NEW TECHNOLOGIES AND MATERIALS BHAVNAGAR DIVISION-ENGG/WESTERN RLY Providing and fixing false ceiling at all heights with integral densified calcium silicate reinforced with fibre and natural filler false ceiling tiles of Size 595x595 mm of approved texture, design and patterns having NRC (Noise Reduction coefficient) of 0.50 (minimum) as per IS 8225:1987, Light reflectance of 85% (minimum). Non combustible as per BS:476 (part-4), fire performance as per BS:476 (part 6 &7), humidity resistance of 100%, thermal conductivity < 0.043 W/m K as per ASTM 518:1991, in true horizontal level suspended on inter- locking metal powder coated T-Grid of hot dipped galvanised iron section of 0.40 mm thick on Silhouette profile,rotary stiched double webbed white with 6mm reveal profile (white/black),comprising of main-T 26.23 runners of size 15x42mm of length 3000 mm, cross - T of size 15x42 mm of length 1200 mm and secondary intermediate cross-T of size 15x42 mm of length 600mm to form grid module of size 600 x 600 mm, suspended from ceiling using galvanised mild steel items (galvanizing @ 80 grams per sqm) i.e. 50 mm long, 8 mm outer diameter M-6 dash fasteners, 6 mm dia fully threaded hanger rod upto 1000 mm length and L- shape level adjuster of size 85x25x2 mm. Galvanised iron perimeter wall angle of size 22x19x0.40 mm of length 3000 mm to be fixed on periphery wall / partition with the help of plastic rawl plugs at 450 mm center to center and 40mm long dry wall S.S screws. The work shall be carried out as per specifications, drawing and as per directions of the Engineer-in-Charge. 26.23.1 With 15 mm thick integral densified Sqm 66 2055.65 135672.9 148 micro edge light weight calcium silicate false ceiling tiles 26.41S NEW TECHNOLOGY ITEMS Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of 26.68 C&D waste from approved manufacturer in foundation and plinth in: 26.68.1 Cement mortar 1:6 (1 cement : 6 coarse cum 210 6057.95 1272169.5 149 sand) Providing and laying factory made Precast concrete solid blocks of 200 mm thickness of grade M10 made of 26.69 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 450 8086.6 3638970 150 sand) 26.73S PREFAB/PRECAST TECHNOLOGY BHAVNAGAR DIVISION-ENGG/WESTERN RLY Fabrication and manufacturing of solid precast concrete element with provisions of shear keys, connecting loops, dowel tubes and proper lifting accessories for walls, beams, slabs, stairs, column etc, of various thickness, shape and size of different concrete grades manufactured in controlled factory environment with approved methodology including moulds (Pallet system, Tilts form, table moulds, battery moulds, vertical moulds, beam 26.74 moulds, column moulds, staircase moulds, Facade mould, etc.), mixing, transporting and placing of concrete, vibrating, curing, finishing, making necessary cutout/holes of required sizes for services, yard handling & stacking all complete as per IS 11447:1985 and as per approved shop drawings and design mix as per the direction of Engineer-in-Charge (Cost of reinforcement, Mechanical, Electrical and Plumbing inserts will be paid separately). 26.74.1 Concrete grade M-35 (Cement content cum 6.06 19488.05 118097.58 151 370 kgs) Total 127088099.27

Item Breakup - 2- USSOR 2021 Items

With 3 horizontal bamboo / balli RM members of minimum 50mm dia. spaced equally

Joining with strong nylon rope in one RM cross and one horizontal pattern of minimum 5mm dia. BHAVNAGAR DIVISION-ENGG/WESTERN RLY Earthwork in excavation by mechanical means (Hydraulic Excavator)/Manual Means for foundations and floors of the bridges, retaining walls etc. including setting out, dressing of sides, ramming of bottom, getting out the excavated material, back filling in layers with approved material and consolidation of the layers by ramming and watering etc. including all lift, disposal of surplus soil up to a lead of 300m, all types of shoring and strutting with all labour and material complete as per drawing and technical specification as directed by Engineer in charge. Note: This item will be used for excavation work in connection with other miscellaneous works also like side drains, foundation for OHE masts and other miscellaneous structures in connection with Gauge Conversion, Doubling, New lines.

All kinds of soils

Soft rock (not requiring blasting) Providing and laying in position Plain cement concrete of specified Nominal M i x f o r miscellaneous works like side drains, foundation for OHE masts and other miscellaneous structures excluding the cost of Cement, centering and shuttering - All work up to plinth level :

1:2:4 (1 cement : 2 coarse sand (zone- cum III) : 4 graded stone aggregate 20 mm nominal size)

1:3:6 (1 Cement : 3 coarse sand (zone- cum III) : 6 graded stone aggregate 20 mm nominal size)

Providing and laying in position machine cum batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality in RCC raft foundation & Pile cap including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item. BHAVNAGAR DIVISION-ENGG/WESTERN RLY Providing and laying in position machine batched, machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix (mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants) using 20mm graded crushed stone aggregate and coarse sand of approved quality for the following Reinforced cement concrete structural elements up to height of 9.0 m from foundation top level, including finishing, using Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability complete as per specifications and direction of the Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons for not using plasticiser at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Wing wall and Return wall

Supplying, erection & placing in position the cutting edge of well curb with structural steel including MS sheet/Plates of specified thickness for pier/abutment complete as per approved plans and as per direction of Engineering In charge including all operations like cutting, bending, straightening, drilling holes, bolting, riveting, welding, threading, jointing of steel sections including outer and inner places liners and skin plates, stiffeners, hooks, bottle nuts, bond rods etc. as per design including all ascent, descents, leads, lifts, handing, re- handling, all other obstructions whatsoever, diverting channels, pumping / bailing out of water wherever required including cost of steel such as flats, sheets, angles, steel bars etc. with all labour and material as a complete job. Supplying and filling ordinary sand in between bottom plug and top plug in wells including all lead lift handling, re- handling, as a complete job as per specification and guidelines.

Using Sand from River Bed if suitable cum for filling BHAVNAGAR DIVISION-ENGG/WESTERN RLY

Providing and casting machine batched, cum machine mixed and machine vibrated Cement Concrete of specified grade as per approved Design Mix, mixed in Mobile Concrete Batching/Mixing Plant at site or RMC from approved plants, (Cast in-Situ/Pre-cast) in bottom/top slab, side walls, toe wall and sumps haunch filling head walls, thrust bed or any other component using 20mm graded crushed stone aggregate and coarse sand of approved quality of RCC box of any size including finishing, Plasticiser in approved proportions (as per IS:9103), to modify workability without impairing strength and durability, complete as per drawings and technical specifications as directed by Engineer in charge. Note: 1. Payment for cement, reinforcement and shuttering shall be made extra under relevant item. 2. Plasticiser shall invariably be used in approved proportion to increase workability with minimum possible quantity of cement for all grade of Design Mix Concrete unless it is specifically approved citing reasons at the stage of Mix Design and in that case deduction shall be made as per relevant item.

Providing and applying two coats of coal Sqm tar or bitumen confirming to IS:3117- latest version on the top and sides of RCC box/slabs @ 1.70 kg/sqm after cleaning the surface with all labour and materials complete job as directed by the Engineer. Centering and shuttering including strutting, propping etc. and removal of form for :

All types of bridge sub-structures, e.g. Sqm pier, abutment, wing wall, retaining wall, RCC box type foundations, Abutment cap, Pier Cap, Inspection Platform & Pedestal over Pier cap, Fender wall, Diaphragm wall etc. up to 5m above ground level

Applying Epoxy Poly-sulphate Paint Sqm three coats on existing bottom surface of deck slab including cleaning surface of dirt, dust & other foreign matter, sand papering, wire brushing as required with all contractor's materials tools, machinery, scaffolding, lead, lifts etc. complete as per specifications and as directed by Engineer in-charge

Providing and laying boulders apron on cum river bed for protection against scour with stone boulders weighing not less than 35 kg each with voids filled with spalls complete as per drawing and Technical Specification.

Supplying of stone boulders weighing cum not less than 35 kg each at specified bridge locations. BHAVNAGAR DIVISION-ENGG/WESTERN RLY

Providing and laying Pitching with Stone cum Boulders, weighing not less than 35kg each with voids filled with cement sand mortar 1:4 on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical Specifications (filter media to be paid separately under the relevant item). Rate is excluding cost of cement which shall be paid extra under relevant item.

Providing and laying of filter media cum consisting of granular materials of GW, GP, SW groups as per IS:1498 (latest) in required profile behind boulder filling of abutments, wing walls / return walls etc. above bed level with all labour and material complete job as per drawing and technical specification of RDSO Guidelines.

Providing cast in situ bridge number Each plaques as per Railway drawing in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm notch in Bridge parapet coping duly engraving the letter and figures and an arrow indicating the direction of flow and finishing the top exposed surface with cement mortar 1:3, painting letters and figures with two coats of black enamel paint on two coats of white background with all labour, tools, cement, paint etc. with all leads and lifts.

Providing cast in-situ plaques for bridge Each foundations details of size 45cmx45cmx5cm in cement concrete 1:2:4 mix using 20mm hard stone aggregate embedded in 30mm deep notch over abutment & piers, engraving the letters & figures with CM 1:3 and finished smooth including painting letters and figures with 2 coats of black enamel and plaque with white enamel with all labour, tools, cement, paint, curing etc. as a complete job.

Providing Boulder Backing behind wing cum wall, return wall, retaining wall with hand packed boulders & cobbles with smaller size boulders toward the back including all lead, lift, labour & other incidental charges as complete work in all respect. Payment for boulder/cobbles will be done extra. Hiring of machinery for minor miscellaneous works for short duration i n c l u d i n g 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

Hydra or similar tyre mounted Pick-n- Hour Carry crane of 12T capacity for misc. works of handling of material BHAVNAGAR DIVISION-ENGG/WESTERN RLY

Tractor transportation or other misc. works. Total 64702201.32 Item- 2 Cement S No. Item No Description of Item Unit Qty Rate Amount Supply and using Cement at Worksite

Ordinary Portland Cement 53 grade of MT approved brands/makes Total 17177355.56 Item- 3 Steel S No. Item No Description of Item Unit Qty Rate Amount Supply of steel reinforcement of approved brands/makes for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete.

Mild steel bars Total 22508662.10

Item Breakup - 3-USSOR 2021 (P.Way Work)

Using Soil Class SQ2 BHAVNAGAR DIVISION-ENGG/WESTERN RLY Earthwork in cutting in formation, trolley refuges, side drains, level crossing approaches, platforms, catch water drains, diversion of nallah & finishing to required dimension and slopes to obtain a neat appearance to standard profile inclusive of all labour, materials, plant & machinery, leading all cut spoils either to make spoil dumps o r for filling in embankment with leads within 2 km on either side of edge of the cutting(s) including all lifts, ascent, descent, loading, unloading, bailing & pumping out water, if required, clearance of site and all other works incidental thereto for completing the work as per RDSO Specification No. RDSO/2020/GE: IRS-0004 with latest updated correction slips and to the satisfaction of the Engineer-in-Charge. Note: (i) All usable earth arising from cut spoils shall be led into bank formation and Unusable spoils shall be dumped / stacked away from toe of embankment. (ii) All hard rock /and boulders not fit for filling will be stacked by the contractor and will be property of the Railways. (iii)Cut trees shall be property of Railways and to be deposited in the railway godown unless specified otherwise in the Conditions of Contract.

In all conditions and classifications of cum soil except rock

Manufacturing of blanketing material by cum wet mixing of naturally available suitable soil including additional blending with naturally available or manufactured material as required to achieve specified gradation, 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. Total 18339723.90 Item- 2 USSOR 2021 (P.Way Work) S No. Item No Description of Item Unit Qty Rate Amount Dismantling and removing rail of all section & length from track, laid on any type & density of sleeper by removing fish plates, fastenings & fish bolts and other materials including stacking all released materials within an average distance of 500 metres as directed by Engineer in-charge. Note: 1.Cutting of rails shall be paid separately. 2.Work to be done under traffic block.

For Casual/Scattered Rail Renewal work RM BHAVNAGAR DIVISION-ENGG/WESTERN RLY Lubrication of Plate/Rail screws of Points and crossings, SEJs, Bridges, Curves etc., with greases graphite, including removal of screws carefully without damaging sleepers, cleaning with wire brush etc., both screws and dowel hole, applying grease graphite, refixing the screw and sealing the top and sides of screw with grease graphite to prevent ingress of moisture and corrosion with contractors labour, tools, consumables under traffic condition all lead and lift complete.

By using Contractor's Grease Graphite Cutting / cropping of rail of 60Kg - 90 UTS, manually and perfectly vertical with contractor's labour, hacksaw blade and tools & plants - Note: 1.Manual cutting should be used only in emergencies with prior permission of sectional ADEN where machine cutting can not be arranged in time. 2. Cutting of Rails with blade and forcing to part by using other means to break the rails is prohibited. 3.Rails should be cut right through hacksaw blades only.

On Cess Drilling of hole of different diameter and chamfering, in rail of any section and any UTS manually only in emergencies with contractor's labours, tools & plants, consumables etc.

Hole of dia. below 26.5mm Gas cutting of rail of various sections with contractor's tools & plants, as directed by engineer in-charge :

Rail section of 52Kg and above Assembling and Laying of Improved Switch Expansion Joint (SEJ) on PSC sleepers of any rail section as per RDSO drawing including leading of SEJ rails, sleepers, fittings for a free lead of 250 metres, cutting of rails, drilling of holes as required and lubrication of SEJ, gauging, aligning rails, providing temporary connection with adequate welding gap with adjoining rails, providing reference posts at SEJ, first through packing of SEJ portion to make track geometry fit for 30 kmph speed and making ballast profile as per IRPWM. Note: (1) Rail cutting and hole drilling shall be paid separately.(2) One set comprise complete SEJ on both rails at SEJ.

Under Conditions not requiring Traffic Set Block BHAVNAGAR DIVISION-ENGG/WESTERN RLY Laying and linking of turnouts of all t y p e s including diamond crossings & Derailing switches with 52Kg / 60Kg rail section on PSC sleepers on prepared ballast bed for New lines or during total closure of section at indicated location as per standard drawing, duly leading sleepers, rails, switches, crossings, fastenings including rail cutting, drilling, fixing of all components, fittings with housing of tongue rails as per requirement of signaling, preparing ballast bed, filling and spreading of ballast as required, linking of turnout with track, attending track parameters including lifting, providing one round of packing to make track fit for 20 kmph speed including lubrication of fittings/fastenings, complete as directed by Engineer in-charge.

1 in 8½ Turnouts

1 in 12 Turnouts

Derailing Switch Lifting the newly inserted BG 60 Kg. / 52 Kg. turnouts/ trap switches to required level to provide full ballast cushion as per approved drawings after initial laying with Railway's stone ballast in convenient stages including one round of through packing after completion of final stage of lift, levelling, aligning, gauging and boxing to standard profile to make it fit for 20 kmph with all lead and lifts, complete in all respect and as directed by the Engineer-in-charge. Note: 1. The item shall be used only when UNIMAT is not available for the work before the turnout is opened for operation. 2. Leading and dumping of ballast will be paid separately under relevant item.

For 1 in 8½ Points & Crossing

For 1 in 12 Points & Crossing

For Derailing Switch BHAVNAGAR DIVISION-ENGG/WESTERN RLY 25mm gap Cess Welding and finishing o f weld to meet the prescribed tolerances and pass all stipulated tests with Contractor's labour, materials, consumables, tools, equipments etc. to complete the work in all respect as per IR's "Manual for Fusion Welding of Rails by Alumino - Thermic Process" with latest correction slips, including all required handling and rehandling of rails, marking of welded joint, painting weld collar with anticorrosive paint, as directed by Engineer in charge. Note: 1. Welding shall be carried out only by trained welder having valid competency certificate using RDSO approved Alumino Thermit Welding Portions, 3 piece prefabricated mould (Zircon washed) manually pressed, Single shot crucible fitted with auto tapping thimble a n d Compressed Air Petrol/LPG preheating technique as per RDSO Specification No IRST/19-2020 with latest amendment. 2. Hydraulic Weld trimmer shall be used for chipping and profile Grinder for finishing.

For 60 Kg - 90 UTS Rail Linking of BG track (except at LC, Bridges and SEJs) with any type of rail section and sleeper of specified density, o n ballast bed spread and compacted with suitable roller, over prepared f o r m a t i o n i n c l u d i n g leading free rails/welded panels available along the alignment on to formation, leading and spreading all fittings and fastenings, spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails to sleepers with all types of fittings and fastenings to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item.

For sleeper density of 1540 sleepers per TRM km BHAVNAGAR DIVISION-ENGG/WESTERN RLY

Linking of BG track (with guard rail ) TRM over ballasted deck bridges with any type of rail section and PSC sleeper i n c l u d i n g leading free rails/welded panels available along the alignment on to bridge, leading and spreading all fittings and fastenings, leading & spreading of sleepers at specified spacing, squaring, placing of rails over sleepers and fixing rails & guard rails to sleepers with all types of fittings and f a s t e n i n g s to correct gauge & alignment, lubrication of fittings and fastenings with contractor's grease as per IRPWM standards with contractors labour, tools, consumables, with all lead, lifts etc. complete and raising, levelling and initial packing of track to make it fit for 30 kmph and meet other prerequisites prescribed in Indian Railway Track Machine Manual for deployment of Tamping Machine. Note: 1.Rail cutting and Hole drilling shall be paid separately. 2.Spreading of ballast and compaction shall be paid separately under relevant item. 3. This item shall be applicable only when track is with Guard Rail. Linking without guard rail be paid under relevant item for plain track linking.

Construction of Sanded Dead End as per Each RDSO's Drawing no. RT-347 (with all amendments) with brick-work using country bricks or CC bricks in mud mortar and filling with river coarse sand, surrounding rails and filling around. Note: Cost of brick and sand is not included in the rate. De-stressing of LWR/CWR track of any density under traffic line block with contractor's labours, tools, equipments and consumables inclusive of all lead & lift. Activities include cutting of LWR/CWR into convenient panels of specified length, removal of ERCs, liners, greasing of ERCs and liner contact area, lifting rails and keeping them on rollers provided at every 15 sleepers, working out elongation of rail ends depending on prevailing site conditions, pulling rails with the help of Hydraulic Tensor to achieve the desired elongation, cutting rails, as required, removing rollers and placing rail in position, re-fixing ERCs & liners and adjustment of gap at SEJs : Note: (1) Welding of rail joints will be paid separately. (2) Rail cutting and Hole drilling shall be paid separately. (3) Opening and closing of LC if required will be paid separately. (4) As per procedure prescribed in latest edition of IRPWM & CE's Circulars for destressing of LWR/CWR, if any.

Without Rail tensor BHAVNAGAR DIVISION-ENGG/WESTERN RLY Fixing Joggled Fish Plates with bolt / clamp (supplied by Railway from nearest SSE Store) in running track conditions at welds on rail, as directed by engineer in-charge (drilling of holes in rail, if required, shall be paid separately).

With 4 bolts Anti-corrosive painting of rail outside track on rail bottom, web, foot and fishing plane with two coats of thickness of 100 microns each by bituminous black paint confirms to IS-9862 of reputed make including surface preparation, as a complete job as per procedure prescribed in latest edition of IRPWM.

For 60 Kg Rails

For 52 Kg Rails Painting 2 coats to various P.Way Reference Post, Structures etc. with enamel paint of approved make with 2 coats of different colours & letters, as directed by Engineer in-charge.

Kilometre & Gradient post

Hectometre Post

LWR / SEJ Board

Curve details, SE, Versine, Station Nos. Each etc. per station. Painting 2 coats to Bridge Reference / Boards, Structures etc. along track with enamel paint of approved make with different colours & letters, as directed by Engineer in-charge.

HFL, FSL & DL on Bridge Pier / Abutment Each

Miscellaneous Jurisdiction Boards, Structures etc. BHAVNAGAR DIVISION-ENGG/WESTERN RLY Carrying out pre-tamping, during tamping and post-tamping work for tamping track with all types of rails, sleepers & sleeper density by various Track Tamping machines, like CSM,DUO/3X Machines which include : (1) Re-adjustment of ballast, heaping- up of ballast, filling-up of cavities in tamping zone by picking ballast from stacks / shoulders / crib of adjoining track up to lead of 50 m to ensure effective packing; (2) Clearing of ballast on sleepers to make them visible to operator, (3) Clearing of ballast over rail foot to facilitate holding of rail by rollers of TTRM; (4) Digging, screening and replenishment of ballast at mud pumping / rounded ballast in sleeper crib location; (5) Tightening of loose fittings immediately before & after tamping; (6) Replacement of broken / missing fittings supplied by Railway; (7) Correcting displaced sleepers to position along with squaring; (8) Re- setting of worked-out / fallen fittings. (9) Removing and re-fixing joggled fish plates & wooden blocks, wherever necessary; (10) Manual consolidation of ballast in crib / shoulders; (11) Removing and refixing of traction bonds during the block in electrified sections (12) Dressing of ballast Note: 1. Tamping blocks are not identical & it may be given at any time either during day or night. 2. Stages of payment a) 30% of the rate will be paid on completion of pre tamping attention, b) Balance 70% of the rate will be paid on completion of post tamping. 3. Recovery at the rate of twice the above applicable rate will be effected in case contractor fails to carry out pre/during/post operation. 4.Payment shall be made only once in irrespective of numbers of TTRM packing round and after restoration of normal speed and restoration of complete ballast profile.

New Line Section, not opened for traffic TRM Carrying out pre-tamping, during tamping and post-tamping works prescribed in current version IRTMM/IRPWM for tamping of Turnouts of all types Under Conditions not requiring Traffic Block.

1 in 8½ Turnouts

1 in 12 Turnouts BHAVNAGAR DIVISION-ENGG/WESTERN RLY

Carrying out various miscellaneous Shift works, for proper upkeep of crew rest van / rest room as directed by machine i n - c h a r g e of Track Machines by providing a team of 2 labours for 12 hours shift, broadly mentioned hereunder: (1) Bringing water from nearby source and cleaning machine with water jet or any suitable means; (2) Fuelling machine duly bringing diesel / hydraulic oil from the stacked drums; (3) Bringing water to staff rest van or staff rest room, cleaning rest van / rest room, cooking food for Track Machine staff or bringing food from outside (cost of food shall be borne by the staff concerned).; (4) Guarding & watching machines, spare parts, oils, grease etc. during day and night time at all locations, wherever necessary, as instructed by the machine in-charge; (5) In case, contractor provides less no. of Labour/Mate, payment will be deducted for each such person @ 75% of the accepted item rate. Cutting of rails with Rail Cutting Machine (Saw type) in all types of rail sections with contractor's tools & plants, equipment, consumable with all lead & lift etc. complete, as directed by Engineer in-charge. Rail Cutting Machine (Saw type) will be as per RDSO Specification No. TM/SM/4, dated 24.04.1991. Note: This item shall only be used in specific circumstances on specific order of Engineer-in-Charge.

52 Kg - 90 UTS - Outside Track Loading of rails of any section and length up to 1 3 metres in Wagons / Truck / trailer including lead up to 50 metres and lift up to 5 metres.

In Wagon where mechanical handling is MT possible and traffic block is not required or in Truck/trailer. Loading of tongue rail, stock rail, switch assembly and crossings of any section and length, SEJ, Glued joint etc. with / without P.Way fittings and fastenings, in Wagon / Truck / trailer including lead up to 250 metre and lift up to 5 metre.

In Wagon where mechanical handling is MT possible and traffic block is not required or in Truck/trailer. Unloading of rails of any section and length up to 13 metre, in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/trailer including lead up to 50 metre, lift up to 5 metre and stacking in prescribed manner.

From handling is possible and traffic block is not required or in Truck / trailer. BHAVNAGAR DIVISION-ENGG/WESTERN RLY Loading of 52kg / 60kg PSC normal line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track with free lead up t o 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

In Wagon where mechanical handling is MT possible and traffic block is not required or in Truck / trailer Loading of 52kg / 60kg PSC line and special sleepers beyond 2.75 metre length including existing fittings and fastenings in Depot / Station / Mid- section between stations in a neat manner to departmental material train (DMT) or contractor's / Railway's Truck/trailer with crane or any other means including crossing of one track with free lead up to 250 metre and lift up to 5 metre, if required with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

I n Wagon/Truck mechanical handling is possible and traffic block is not required. Loading, leading and unloading of all types of P.Way fittings and all other miscellaneous material except Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: Lead shall be the shortest motorable road length between the points of loading and unloading.

Lead beyond 100 Km and up to 150 Km MT

Extra for every Km per MT beyond 150 MT-Km Km over item no. 172047 Transportation of Rails, sleepers, switches, crossings, SEJs and Glued Joints by road vehicles for different leads. Note: 1 . Lead shall be the shortest motorable road length between the points of loading and unloading. 2. Loading and unloading shall be paid extra under relevant items.

Lead beyond 100 Km and up to 150 Km MT

Extra for every Km per MT beyond 150 MT-Km Km over item no. 172057 BHAVNAGAR DIVISION-ENGG/WESTERN RLY Unloading of 52kg / 60kg PSC line and special sleepers up to 2.75 metre length in Depot / Station / Mid-section between stations in neat manner for Railway usage from departmental material train (DMT) or contractor's / Railway's Truck/Trailer with crane or any other means including crossing of one track and lead up to 250 metre & lift up to 5 metre with contractor's labour, tools & plants, machinery, consumables etc. Note: In case of any damage to sleeper during loading, penalty @ 50% of the all inclusive cost of sleeper shall be levied.

From Truck / Trailer

Fabrication bending/machining and fixing of check rails of all rail sections over PSC Sleepers as per Railway's approved drawings & specifications for level crossings / trolley paths/inspection lines in yards duly cutting rail flanges, wherever required to correct alignment and level, drilling of holes with machine in check rails and fixing to Running rail and sleepers with all Railway's fittings, e.g. rail screws / grip expansion bolts, brackets, packing pieces, bolts, washers etc including grinding of brackets if required, fixing of Railway's wooden blocks at flare ends duly cutting and plaining, crossing of tracks and as directed by the engineer in-charge Note: 1. Drilling of holes in PSC Sleeper and fixing of dowels shall be paid under relevant item. 2. Required P.Way materials will be supplied at SSE/P.Way stores. Fixing of wooden blocks of approximate size of 150mm x 300mm x 1200mm on end of check rails including sizing at level crossings with contractor's labour, tools & plants and as directed.

With Contractor's hard wood block BHAVNAGAR DIVISION-ENGG/WESTERN RLY Manufacturing, fabricating and supplying retro-reflective Engineering Indicator boards, made of 2mm thick aluminium sheet or 3mm thick aluminium composite sheet, face to be fully covered with high intensity encapsulated type heat activated retro- reflective sheeting conforming to type- IV of ASTM-D4956-01 in yellow & black or other colour combination including subject matter, message, symbols, borders etc. as approved by Engineer In-charge or as per IRPWM guidelines, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class-2 of ASTM-D-4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back-support frame of M.S. angle iron of size 25mm x25mm x 3mmprovided all along the edges of board with theft resistant measures back side of board shall be with non-peelable weatherproof paint, consisting of one coat of zinc chromate primer and two coats of epoxy paint. Vertical post shall have black & white anti-corrosive paint or powder coating complete, as directed.

Caution 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Speed Indicator Board of equilateral Each triangular shape having each side of 1000mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Stop 1400mmx400mm with back support frame fixed to vertical post of MS angle of size 50mmx50mmx6mm of 3650 mm long

Termination Indicator Board of Circular Each shape having diameter of 1000mm with back support frame welded to vertical post of MS angle of size 50mmx50mmx6mm of 3950 mm long

Manufacturing, supplying and fixing Each Curve Indicator / Point Indicator / SEJ Boards to be provided at various locations on formation, made out of MS sheet 2mm thick of size 450mm x 300mm duly fixed with MS frame of 25mm x 25mm x 3mm angle welded to 50mm x 50mm x 3mm MS angle, 1000mm long post split and bent 100mm at bottom end with all lead & lift as per specification and including painting of details with enamel paint, as directed by Engineer in-charge (Earthwork & concreting will be paid separately) BHAVNAGAR DIVISION-ENGG/WESTERN RLY Hiring of machinery for minor miscellaneous works for short duration i n c l u d i n g 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

Hydra or similar tyre mounted Pick-n- Hour Carry crane of 12T capacity for misc. works of handling of material

Tractor transportation or other misc. works.

Arranging labour as and when required Day by the Engineer in charge, for various works under SSE/P.Way, with contractor's T&P, equipments, hand signal flags, etc. as per specifications, special conditions and detailed scope of work as furnished in the tender and as directed by the Engineer in charge. Note: Item shall be operated with prior approval of concerned Sr. DEN / DEN in charge.

Supplying and filling 50 kg size empty Each cement polythene bags with Rly. Ballast/moorum/earth/Sand/quarry dust etc. placing the filled bags on the high banks /bridge approaches/nominated place etc. dumping and spreading at the nominated locations to profile under block period with all contractor's labour, tools, plants, loading, unloading, filling, spreading including all lead/lift etc. complete and as directed by the Engineer in charge at site including crossing of track where necessary.

Supply, filling and stacking of sand bags Each layer by layer filled with Railway Sand/railway quarry dust in Contractor's empty polythene cement bags of 50 kg bags with all contractors labour, tools, plants, lead, lift etc., including stitching the same with machine using polythene thread complete as directed by Engineer-in charge at site.

Loading of sand/quarry dust filled bags Each from Railway stacks in to Railway Wagons with all contractor's empty polythene cement bag, tools & plants, machinery, labour, lead and lift, crossing of track wherever necessary etc., complete as directed by the Engineer In charge.

Manufacturing and fixing buffer stop Each with Railway supplied rails, cutting, including bending of rails as per plan ,with all contractor's labour, materials, tools, plants etc. and all lead and lift including crossing of track where necessary and as directed by Engineer in charge at site. Note: Excavation, fixing rails in cement concrete, drilling of holes will be paid separately. BHAVNAGAR DIVISION-ENGG/WESTERN RLY

Manufacture and supply of Precast Each Kilometer Posts of size 1.15 x 0.50 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting t h e post, writing the letters on both sides of the post with 2 coats of enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in- charge. Note: Excavation, Concrete and steel work will be paid under relevant items.

Manufacture and supply of Precast Each gradient Posts of size 1.65 x 0.60 x 0.075 m in RCC 1:2:4 mix, engraving letters and leading to work spot, fixing in position with CC 1:3:6 concrete duly making pits of size as required, painting t h e post, writing the letters on both sides of posts in 2 coats with enamel paint of approved quality to the Railways drawings/IRPWM with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in- charge. Note: Excavation, Concrete and steel work will be paid under relevant items.

Manufacture and supply of Precast Each Hectometer/TP Repeater posts of size 0.90Mx0.30 mx0.30Mx0.30M Triangular size in RCC 1:2:4 mix, engraving letters, leading to work spot, and fixing in position with CC 1:3:6 concrete, duly making pits of size as required, painting the post with two coats, letters on the both sides of posts with enamel paint of approved quality as per IRPWM/Railways drawings complete with contractor's materials, cement, steel, labour, tools, plant, with all lead and lifts etc., complete as per specifications and as directed by the Engineer-in-charge. Note: Excavation, Concrete and steel work will be paid under relevant items. Total 10186414.46 Item- 3 Ballast Work S No. Item No Description of Item Unit Qty Rate Amount Manufacturing, supply and stacking of machine crushed Track Ballast conforming to RDSO Specification (IRS- GE-1) with latest correction slips at Railway depot or nominated location. Note: Distance of nearest quarry mentioned in each sub-item is only for the purpose of selecting the items for preparation of estimates/tender schedule, based on the minimum distance between nearest quarry and centre of supply points and will not affect the selection of quarry during physical supply in any way till prescribed specification is met fully. BHAVNAGAR DIVISION-ENGG/WESTERN RLY

When distance of nearest quarry is cum more than 50 km and up to 100 km

Spreading of ballast, from existing cum stacks available along formation on top or at cess, in required uniform thickness, compaction of ballast layer laid on new formation at all the locations with smooth wheeled power roller of 8-10 tonne capacity to sufficient number of passes to form consolidated ballast bed of approximately 250mm thickness to a width of 4m symmetrical to centre line of proposed track in correct line & level with all ascents & descents, as directed by Engineer in-charge. Note: Item is inclusive of (a) providing ramp for taking roller to formation and removing the same & making good formation after completion of work; (b) redistribution & leveling of excess ballast while rolling to obtain uniform plane cambered surface. Total 9206712.00

Item Breakup - 4- NS Items (Civil)

N S / 1 Supplying of Stainless Steel MT Supplying and fixing high strength deformed stainless steel bars reinforcement conforming to IS 16651- 2017 for RCC work including bending, cutting hooking, straightening position for binding and plaing in reinforcement including all lead, lift, T&P, labour. taxes etc. complete. Total 45000802.00

Item Breakup - 5- NS Items (Electrical (P))

NS/1 SETC of concealed/surface wiring Numbers of light/fan/exhaust fan/call bell point.

NS/2 Providing of 6 amp socket with Numbers plug on existing board.

N S/3 SETC of power plug point of 16 Numbers amp with socket.

NS/4 SETC of 20 Amp plug point with 20 Numbers Amp DPMCB as per specification(For AC, Water Cooler, Geyser).

NS/5 SETC of modular type electronic Numbers fan regulators per specification.

NS/6 SETC of Energy Efficient BLDC Numbers celling fan of 1200MM sweep & all other Accessories as per specification.

NS/7 SETC of 18 W LED tube light.

NS/8 SETC of concealed /surface wiring Metre of sub-main with 4 sq. mm copper wire in PVC conduit.

NS/9 commissioning of concealed wiring of sub-main from energy meter to house and room to room with 3 nos. 6 sq. mm FRLS PVC copper conductor, multi- strand single core in PVC conduit pipe. BHAVNAGAR DIVISION-ENGG/WESTERN RLY

NS/10 Supply, erection, testing & Metre commissioning of concealed wiring of sub-main from board to board and room to room with 5 nos.10.0 sq. mm FRLSH PVC copper conductor, multi-strand single core in PVC conduit pipe.

NS/11 Supply, erection, testing & Numbers commissioning of concealed wiring of 2 way light point with modular switch by 4 nos. 1.5 sq. mm FRLS PVC copper conductor, multi-strand single core in PVC conduit pipe for stair case as per scope of work as per Para-16.

NS/12 SETC of MCB DB with incoming Numbers 32 amp. DPMCB & outgoing 4x16 amp. DP MCB as per specification.

NS/13 installation, testing & Commissioning of SDB Switch board consisting- Incoming 2 x 63 A 4-pole MCB & Out going -8 x 16 A DP MCB, 2x20 A DP MCB.

NS/14 commissioning of telephone point from telephone Junction box to each flat by 5 pair/ 0.50mm tinned copper drawn through concealed FR PVC conduit including provision of modular socket for telephone

NS/15 Supply, installation, testing and Numbers commissioning of musical call bell.

NS/16 SETC of Exhaust fan 250mm Numbers sweep, colour White/Blue blades with white dome & white body. It should be suitable to work on -250V AC 50 C/S complete with all accessories as per specification.

NS/17 Supply, installation, testing & Numbers commissioning of (35 to 45) system watt LED street light fitting.

NS/18 Supply of ISI marked XLPE Metre Armoured Alluminium cable of 4 core 16 Sq.mm. as per technical specification

NS/19 Supply of ISI marked XLPE Metre Armoured Alluminium cable of 4 core 50 Sq.mm. as per technical specification

NS/20 Digging of cable trench 450 x Metre 1000 mm & refilling as per Specification.

NS/21 Digging of cable trench 450 x Metre 1000 mm in RCC/PCC/hard soil

NS/22 Installation , terminating, testing and commissioning of LT cable of sizes 4x10 sq.mm to 4x 300 sq.mm in existing trench, pipe or on structure.

NS/23 Supply, installation, testing & Numbers Commissioning of LT cable route marker.

NS/24 Supply and laying of RCC half Numbers round pipe 150 mm ID & 1 mtr length

NS/25 Supply of HDPE Pipe 160 mm Metre Nominal Dia, 6.2 mm thickness as per IS -4984-1995.

NS/26 Laying of HDPE/GI pipe by Push Metre through Method under track/Road. BHAVNAGAR DIVISION-ENGG/WESTERN RLY

NS/27 installation, testing & commissioning of lighting MDB consisting Incoming 1x125A MCCB and outgoing 2x63A, 4- pole MCB & 10x20A DP MCB.

NS/28 Supply installation, Testing & Numbers commissioning of 250A feeder pillar.

NS/29 Supply,installation, testing commissioning of Pipe earthing.

NS/30 Supply of material and providing Metre 8 SWG G.I. earth Wire.

NS/31 Supply,installation, testing & Numbers commissioning of 5 star invertor split type Air conditioning unit of 1.5 ton capacity complete with all accessories for mounting of AC unit. Total 2616061.00 Item- 2 NS Items (Submersible Pump for Bore) S No. Item No Description of Item Unit Qty Rate Amount

N S - 1 Supply, installation, &commissioning of Pipe earthing.

N S - 2 Supply, installation, testing & Metre commissioning of 8 SWG G.I. earth Wire.

N S - 3 Supply of HDPE Pipe 160 mm Metre Nominal Dia, 6.2 mm thickness as per IS -4984-1995.

N S - 4 Supply, installation, testing and Numbers commissioning of 10 HP, three phase vertical submersible pump sets.

NS-5 Supply, installation, testing and Numbers commissioning of control panel for 10 HP, three phase submersible pump

NS-6 Supply and providing 50 mm dia. Metre Column pipe.

N S - 7 Supply and providing 3 core, 4 Metre sqmm copper flat cable suitable for submersible pump Total 344176.00