Setting up of Quick Watering System at BAM station

nominal size derived from natural sources) 5.9S FORM WORK Centering and shuttering including 5.9 strutting, propping etc. and removal of form for 5.9.1 Foundations, footings, bases of columns, Sqm 3490 392.15 1368603.5 12 etc. for mass concrete 5.9.2 Walls (any thickness) including attached Sqm 634 842.5 534145 13 pilasters, buttresses, plinth and string courses etc. 5.9.3 Suspended floors, roofs, landings, Sqm 175 927.25 162268.75 14 balconies and access platform 5.9.5 Lintels, beams, plinth beams, girders, Sqm 175 736.4 128870 15 bressummers and cantilevers 5.9.6 Columns, Pillars, Piers, Abutments, Posts Sqm 295 961.3 283583.5 16 and Struts 5.9.7 Stairs, (excluding landings) except Sqm 35 764.95 26773.25 17 spiral-staircases 18 5.9.9 Arches, domes, vaults up to 6 m span Sqm 195 2154.35 420098.25 5.9.10 Extra for arches, domes, vaults Sqm 100 608.15 60815 19 exceeding 6 m span Extra for shuttering in circular work (20% of respective centering and shuttering items) including strutting 5.9.2(5.9.14) propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete For item no. 5.9.1C [RATE = 20 %] Edges of slabs and breaks in floors and 5.9.16 walls 20 5.9.16.1 Under 20 cm wide Metre 22 208.55 4588.1 5.9.19 Weather shade, Chajjas, corbels etc., Sqm 4 951.1 3804.4 21 including edges 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 165 384.3 63409.5 22 and balconies (Plan area to be measured) 5.12S PRE-CAST RCC KHURDA ROAD DIVISION-ENGINEERING/ECOR 5.12 Providing, hoisting and fixing above cum .5 10585.9 5292.95 plinth level up to floor five level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of 23 required centering, shuttering but , excluding cost of reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). 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 36705 107.85 3958634.25 24 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 18000 107.85 1941300 25 grade Fe-500D or more. 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 5.33 setting of concrete, to improve durability a n d w o r k a b i l i t y without impairing strength; including pumping of concrete to site of laying, curing, 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.: 5.33.1 All works upto plinth level 5.33.1.1 Concrete of M25 grade with minimum cum 172 9504.75 1634817 26 cement content of 330 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 151 9860.4 1488920.4 27 cement content of 330 kg /cum 5.35 Add for using extra cement in the items Quintal 72.5 733.5 53178.75 28 of design mix over and above the specified cement content therein. 5.38 Extra for R.C.C./ B.M.C/ R.M.C. work cum 85 355.65 30230.25 29 above floor V level for each four floors or part thereof. 6.0 MASONRY WORK 6.1S General Brick work with common burnt clay F.P.S. (non modular) bricks of class 6.1 designation 7.5 in foundation and plinth in: 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse cum 80 7132.25 570580 30 sand) KHURDA ROAD DIVISION-ENGINEERING/ECOR 6.26S EXPOSED BRICK WALL Brick work with non modular fly ash bricks conforming to IS:12894, class 6.34 designation 10 average compressive strength in super structure above plinth level up to floor V level in : 6.34.2 Cement mortar 1:6 (1 cement : 6 Coarse cum 119 8752.55 1041553.45 31 sand) 9.0 WOOD AND P.V.C. WORK 9.40S MISCELLANEOUS-WOOD WORK Providing and fixing M.S. grills of required pattern in frames of windows 9.48 etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. 32 9.48.1 Fixed to steel windows by welding Kg 100 219.1 21910 9.48.2 Fixed to openings /wooden frames with Kg 100 238.35 23835 33 rawl plugs screws etc. 10.0 STEEL WORK 10.1S General 10.1 Structural steel work in single section, Kg 600 117.35 70410 fixed with or without connecting plate, 34 including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. Providing and fixing 1 mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates 10.5 at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.2 Using flats 30x6 mm for diagonal braces Sqm 2 5563.75 11127.5 35 and central cross piece Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and 10.13 welded, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 10.13.1 Fixing with 15x3 mm lugs 10 cm long Kg 50 141.7 7085 embedded in cement concrete block 36 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). Steel work welded in built up sections/ framed work, including cutting, hoisting, 10.25 fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 10.25.2 In gratings, frames, guard bar, ladder, Kg 2760 172.6 476376 37 railings, brackets, gates and similar works Providing & fixing fly proof wire gauze to windows, clerestory windows & doors 10.29 with M.S. Flat 15x3 mm and nuts & bolts complete. 10.29.1 Galvanised M.S. Wire gauze with 0.63 Sqm 2 844.7 1689.4 38 mm dia wire and 1.4 mm aperture on both sides 11.0 FLOORING 11.1S General KHURDA ROAD DIVISION-ENGINEERING/ECOR Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat 11.3 of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 11.3.1 40 mm thick with 20 mm nominal size Sqm 44 614.2 27024.8 39 stone aggregate 13.0 FINISHING 13.1S CEMENT PLASTER (IN FINE SAND) 13.1 12 mm cement plaster of mix : 40 13.1.2 1:6 (1 cement: 6 fine sand) Sqm 130 333.35 43335.5 15 mm cement plaster on the rough side 13.2 of single or half brick wall of mix : 41 13.2.2 1:6 (1 cement: 6 fine sand) Sqm 920 383 352360 CEMENT PLASTER WITH A FLOATING 13.7S COAT OF NEAT CEMENT Cement plaster 1:3 (1 cement: 3 coarse 13.9 sand) finished with a floating coat of neat cement. 42 13.9.2 20 mm cement plaster Sqm 195 587.2 114504 13.20S PEBBLE DASH PLASTER 13.21 Per bag 20 22.1 442 Extra for providing and mixing water of 50 kg proofing material in cement plaster work 43 cement in proportion recommended by the used in manufacturers. the mix Extra for plastering on circular work not 13.23 exceeding 6 m in radius: 44 13.23.1 In one coat Sqm 195 47.65 9291.75 13.37S INTERIOR FINISHING Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of 13.41 approved manufacturer and of required shade and colour all complete to achieve even shade and colour : 13.41.1 New work (two or more coats) over and Sqm 100 185.65 18565 including water thinnable priming coat 45 with cement primer having VOC content less than 50 gram/litre 13.44S EXTERIOR FINISHING Finishing walls with water proofing 13.44 cement paint of required shade : 13.44.1 New work (Two or more coats applied @ Sqm 770 116.9 90013 46 3.84 kg/10 sqm) Finishing walls with Acrylic Smooth 13.46 exterior paint of required shade : 13.46.1 New work (Two or more coat applied @ Sqm 70 160.6 11242 1.67 ltr/10 sqm over and including 47 priming coat of exterior primer applied @ 0.90 litre/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 851 171.1 145606.1 1.43 ltr/10 sqm over and including 48 priming coat of exterior primer applied @ 0.90 litre/10 sqm) Painting with synthetic enamel paint of 13.61 approved brand and manufacture to give an even shade : 49 13.61.1 Two or more coats on new work Sqm 858 155.9 133762.2 KHURDA ROAD DIVISION-ENGINEERING/ECOR 13.80 Providing and applying white cement Sqm 100 156.05 15605 based putty of average thickness 1 mm, of approved brand and manufacturer, 50 over the plastered wall surface to prepare the surface even and smooth complete. 15.0 DISMANTLING AND DEMOLISHING 15.1S General 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 20 2434.25 48685 51 (including equivalent design mix) 15.60 Disposal of building rubbish / malba / cum 20 263.95 5279 similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, 52 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. 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 53 18.6.5 PN - 10 Pipe, 50 mm OD (SDR-11) Metre 80 450.95 36076 54 18.6.9 PN - 10 Pipe, 110 mm OD (SDR-11) Metre 80 1301.35 104108 18.6A Providing and fixing PPR Unions 55 18.6A.7 PPR Union 75mm Each 2 1684.05 3368.1 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 This includes jointing of 18.9 pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work 56 18.9.3 25 mm nominal dia Pipes Metre 50 355.4 17770 57 18.9.6 50 mm nominal dia Pipes Metre 50 794.25 39712.5 18.15S BRASS FITTINGS Providing and fixing gun metal gate 18.17 valve with C.I. wheel of approved quality (screwed end) : 58 18.17.1 25 mm nominal bore Each 4 622.4 2489.6 59 18.17.4 50 mm nominal bore Each 6 1026.65 6159.9 18.23S C.I./DUCTILE IRON PIPES & SPECIALS Providing and laying flanged C.I. standard specials such as tees, bends, 18.26 collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : 60 18.26.1 Up to 300 mm dia Quintal 1 8913.15 8913.15 KHURDA ROAD DIVISION-ENGINEERING/ECOR Providing flanged joints to double 18.30 flanged C.I./ D.I. pipes and specials, including testing of joints : 61 18.30.2 100 mm diameter pipe Each 10 332 3320 62 18.30.5 200 mm diameter pipe Each 10 428.65 4286.5 C.I. SLUICE VALVES/ FIRE HYDRANTS & 18.31S FIXTURES Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, 18.31 rubber insertions etc. (the tail pieces if required will be paid separately) : 18.31.1 100 mm diameter 63 18.31.1.1 Class I Each 10 4791.2 47912 64 18.31.1.2 Class II Each 2 4985.85 9971.7 18.31.3 150 mm diameter 65 18.31.3.1 Class I Each 5 6966.55 34832.75 18.31.4 200 mm diameter 66 18.31.4.1 Class I Each 4 13554.7 54218.8 18.59S AIR VALVE & WATER METER (BULK TYPE) Providing and fixing C.I. double acting air valve of approved quality with bolts, 18.59 nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) : 67 18.59.3 100 mm dia Each 4 8893 35572 Providing and fixing enclosed type water meter (bulk type) conforming to IS : 2373 and tested by Municipal Board 18.60 complete with bolts, nuts, rubber insertions etc. (The tail pieces if required will be paid separately) : 68 18.60.2 100 mm dia nominal bore Each 2 5468.35 10936.7 69 18.60.4 200 mm dia nominal bore Each 1 9043.3 9043.3 Providing and laying D.I. Specials of 18.69 Class K - 12 suitable for mechanical jointing as per IS : 9523 : 70 18.69.1 Up to 600 mm dia Quintal 1 21290.1 21290.1 Providing and laying S&S Centrifugally 18.72 Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329 : 71 18.72.15 100 mm dia Ductile Iron Class K-9 pipes Metre 50 1344.6 67230 72 18.72.17 200 mm dia Ductile Iron Class K-9 pipes Metre 50 2478.1 123905 Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) 18.73 Ductile Iron Pipes of Class K - 9 conforming to IS :8329 : 73 18.73.1 100 mm dia Ductile Iron Double Flanged Metre 30 1821.55 54646.5 74 18.73.3 200 mm dia Ductile Iron Double Flanged Metre 50 3360.8 168040 RAIN WATER HARVESTING & 23.0 TUBEWELLS 23.1S General Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and 23.1 submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer-in-charge, upto 90 metre depth below ground level. 23.1.1 All types of soil KHURDA ROAD DIVISION-ENGINEERING/ECOR 75 23.1.1.1 300 mm dia Metre 160 707.75 113240 23.1.2 Rocky strata including Boulders 76 23.1.2.1 300 mm dia Metre 100 1695.1 169510 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, 23.2 including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. 23.2.2 Rocky strata including Boulders 77 23.2.2.1 300 mm dia Metre 120 1870.6 224472 Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to 23.3 IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. 78 23.3.3 200 mm nominal size dia Metre 100 1113.35 111335 Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 23.4 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. 79 23.4.3 200 mm nominal size dia Metre 20 1255.7 25114 23.8 Gravel packing in tubewell construction cum 10 2024.5 20245 in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, 80 in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge. Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ 23.13 casing pipe, removable as per requirement, all complete for borewell of: 81 23.13.3 200 mm dia Each 2 321.15 642.3 Providing and fixing M.S. clamp of required dia to the top of casing/ 23.14 housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 82 23.14.3 200 mm clamp Each 2 2293.65 4587.3 Total 26558054.70 Schedule Schedule B-Execution of item no. 171032 & 161031 covered under USSOR-2021, E.Co.Railway. Item- 1 Please see item breakup for details. S No. Item No Description of Item Unit Qty Rate Amount KHURDA ROAD DIVISION-ENGINEERING/ECOR Cutting of rails with electrically operated Rail Cutting Machine 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 as per Specifications. Machine to be fitted with monorail wheel arrangement and a handle of convenient height to enable it to be pushed over one rail by one person to take it to the work-site.

Outside track - When Electricity Each provided by static power supply of Railway : Loading, leading and unloading of 52Kg / 60Kg rail up to 13 metre length by Railway's Rail Dolly / Dip Lorry to the nominated location under traffic with line protection in case road carriage is not possible with different lead with a lift up to 5 metre during block period.

For lead beyond 500 metre and up to 1 MT Km. Total 112100.96 Schedule C-Notes:-Unless otherwise specified, the unit rates for the Items of Sch-C shall include the cost of following. a)All labour and materials, tools and plants, equipments, machinery etc. b)All lead, lift, ascent, descent etc. c)All handling, rehandling, loading, unloading, freight, scaffolding,

consumable stores fuels, lubricants, transportation, vehicles, when & where required and crossing

one or more lines if necessary. d) All taxes including octroi on materials, royalty and all incidental

charges complete.

Item- 1 Please see item breakup for details.

S No. Item No Description of Item Unit Qty Rate Amount

1 1 Supply and bending work to required Numbers 480.00 1009.70 484656.00

shape M.S.G.I Pipe of 25 mm dia B class

of 2 mtrs length. (480 hydrants x2 m)

supply and fixing of mounting plate+

2 2 Fabrication items likespool/tee/distance Kg 1200.00 196.60 235920.00

pieces etcas per site condition.

Fabrication of pipes. Thepipes should be

fixed withbellow expansion joints

tocompensate for shrinkage &Expansion

due to weatherconditions.

6 6 Supply of MS coupling size 25 mm with Numbers 480.00 58.10 27888.00

threading to connect the GI Nipple 25

7 7 Making Hole in GI Hydrant pipeline every Numbers 480.00 78.47 37665.60

two meter and fixingthe MS coupling 1"

dia with welding.

Brass Bal valve KOR valve India(P) Ltd.,

or TBS Engineers(P) Ltd or similar make

with IS 9001-2000 certificate or ISI

standard single PC Designing Ball valve

9 9 Supply and fixing of Galvanized M.S. Numbers 480.00 183.50 88080.00

steel nipple of 25 mm jet nipple length

100 mm. Long ''B'' class both ends

10 10 Supply and fixing of Galvanized M.S. Numbers 480.00 183.50 88080.00

steel nipple of 25 mm jet nipple length

100 mm. Long ''B'' class end threading

and one end jet threading.

KHURDA ROAD DIVISION-ENGINEERING/ECOR

11 11 Supply of 50 mm air valves along with Numbers 5.00 6352.49 31762.45

fittings 15 mm.

13 13 Supplying and fixing on water tanks etc. Each 1.00 1765.48 1765.48

slotted WATER indicator board with M.S.

Pulley ball bearing type phosphorus

bronze twisted wire, wood float etc.

complete in all respect and in metric

units. The rate includes fixing at all

14 14 Supplying, erecting, fixing and fittings Each 1.00 3500.00 3500.00

lightening conductor air termination on

roof tops, made of 20 mm dia copper

rod of 100mm long with 4 points each of

300 mm long with all necessary fittings

of approved type, including making

earth connection with 50mm wide

copper plate and 50mm dia GI pipe of 2

metres length as directed.