South East Central Railway Tender
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South East Central Railway - SECR Tender
Civil And Construction
Excavation
Ireps
Opening Date9 Aug 2024
Closing Date4 Sep 2024
Tender Amount₹ 36,95,05,305.59
Costs
EMD
₹ 19,97,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Upgradation/modernization Of Seoni (sey) & Chindwara (cwa) Goods Sheds Of Nagpur Division.
Description
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Contact
Tender Id
CPM-GSU-12-NGP-2024-25-NAGPUR/SECR/DIVISION-GATI SHAKTI/SOUTH EAST CENTRAL RLYTender No
CPM-GSU-12-NGP-2024-25Tender Authority
South East Central Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Foundations, footings, bases of columns, etc. for mass concrete
5028.45
307
1566473.91
REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
6896
669
4670776.51
REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more. 2.27 502.81 cum 2161.20 1086672.97 1.16 1099278.38 7
350000
89
31741479
REINFORCED CEMENT CONCRETE // 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 8 improve durability and workability 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. 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. // All works upto plinth level // Concrete of M25 grade with minimum cement content of 330 kg /cum
3170
8683
27846966.69
REINFORCED CEMENT CONCRETE // 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 9 improve durability and workability 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. 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. // All works above plinth level upto floor V level // Concrete of M25 grade with minimum cement content of 330 kg /cum
996.56
10306
10389887.33
REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts
1576.88
804
1282916.93
REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Lintels, beams, plinth beams, girders, bressumers and cantilevers
7691.66
608
4733500.33
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
4800
669
3251120.54
MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: // Cement mortar 1:6 (1 cement : 6 coarse sand)
482.5
6658
3249871.86
MASONRY WORK // HALF BRICK MASONRY // Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : // cement mortar 1:4 (1 cement : 4 coarse sand)
2133.64
837
1808407.25
FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:4 (1 cement: 4 fine sand)
6929
294
2066714.63
REINFORCED CEMENT CONCRETE // STEEL REINFORCEMENT // Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more.
152000
89
13784870.88
STEEL WORK // Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
396088.8
93
37283593.17
STEEL WORK // Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. 10.25.2 30500.00 Kg 142.30 4340150.00 1.16 4390495.74 19
420625
111
47635200.79
ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) 20 total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
2070
671
1406233.76
RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required dia for casing/ 21 strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and 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. // All types of soil // 300 mm dia
360
592
215610.4
RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required dia for casing/ 22 strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and 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, beyond 90 metre & upto 150 metre depth below ground level. // All types of soil // 300 mm dia
220
690
153716.67
RAIN WATER HARVESTING & TUBEWELLS // 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, including hire & running charges of all equipments, tools, plants & 23 machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. // Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. // 200 mm nominal size dia
280
951
269637.93
RAIN WATER HARVESTING & TUBEWELLS // 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, including hire & running charges of all equipments, tools, plants & 24 machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. // Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. // 200 mm nominal size dia
200
1099
222400.26
RAIN WATER HARVESTING & TUBEWELLS // 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, 25 preparing and 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, beyond 90 metre & upto 150 metre depth below ground level. // Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
16
1479
23942.55
RAIN WATER HARVESTING & TUBEWELLS // 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, 26 preparing and 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, beyond 90 metre & upto 150 metre depth below ground level. // Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: // 200 mm dia
4
280
1136.84
RAIN WATER HARVESTING & TUBEWELLS // Boring/drilling bore well of required dia for casing/ 27 strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and 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, beyond 90 metre & upto 150 metre depth below ground level. // Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. // 200 mm clamp
4
1827
7392.77
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing to filter and lowering to proper levels 40 mm G.I. pipe for tube well including cleaning and priming the tube well.
480
499
242686.89
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and placing in position hand pump of approved quality for 40 mm diameter G.I. pipe complete with all accessories. 16.3.10 2831.80 cum 888.30 2515487.94 1.16 2544667.60
3
1178
3576.97
ROAD WORK // ROADS // Supplying and stacking at site. // Moorum
2831.8
888
2544667.6
EARTH WORK // Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. 13.18 80.00 Sqm 67.80 5424.00 1.16 5486.92
14
253
3596.54
FINISHING // 6MM CEMENT PLASTER // Neat cement punning.
80
67
5486.92
FLOORING // Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. // 40 mm thick with 20 mm nominal size stone aggregate
68
545
37489.9
FINISHING // INTERIOR FINISHING // White washing with lime to give an even shade : // New work (three or more coats)
240
32
7878.34
WOOD AND P.V.C. WORK // FRAMES AND TRUSSES // Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately). // Sal wood
1.58
106720
170574.92
WOOD AND P.V.C. WORK // Providing and fixing 25 mm thick shutters for cup board etc. : // 36 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 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: // 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
5
2015
10195.66
STEEL WORK // Providing and fixing factory made ISI marked steel glazed doors, windows and ventilators, side /top /centre hung, with beading and all members such as F7D,F4B, K11 B and K12 B etc. 37 complete of standard rolled steel sections, joints mitred and flash butt welded and sash bars tenoned and riveted, including providing and fixing of hinges, pivots, including priming coat of approved steel primer, but excluding the cost of other fittings, complete all as per approved design, (sectional weight of only steel members shall be measured for payment). // Fixing with 15x3 mm lugs 10 cm long embedded in cement concrete block 15x10x10 cm of C.C. 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
400
175
71075.02
MASONRY WORK // Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : // Cement mortar 1:6 (1 cement : 6 coarse sand)
30
8288
251534.85
CONCRETE WORK // CEMENT CONCRETE PRECAST // Providing and fixing up to floor five level 39 precast cement concrete string or lacing courses, copings, bed plates, anchor blocks, plain window sills, shelves, louvers, steps, stair cases, etc., including hoisting and setting in position with cement mortar 1:3 (1 Cement : 3 coarse sand), cost of required Centering complete. // 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources: 3 graded stone aggregate 20mm nominal size derived from natural sources)
266
9277
2496508.93
REINFORCED CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : // 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)
131
10185
1349718.75
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position 41 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
238.75
6833
1650399.35
EARTH WORK // Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
402.5
368
150102.86
REINFORCED CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in 43 beams, suspended floors, roofs having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and 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).
135
10719
1463891.92
REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Suspended floors, roofs, landings, balconies and access platform
450
766
348948.89
REINFORCED CEMENT CONCRETE // FORM WORK // Weather shade, Chajjas, corbels etc., including edges
45
814
37098.15
REINFORCED CEMENT CONCRETE // FORM WORK // Extra for additional height in centering, 46 shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and 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). // Suspended floors, roofs, landing, beams and balconies (Plan area to be measured)
100
319
32295.33
MASONRY WORK // Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure above plinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : // With F.P.S.(non modular) bricks
230
8030
1868463.64
MASONRY WORK // HALF BRICK MASONRY // Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. // Cement mortar 1:4 (1 cement :4 coarse sand)
140
1018
144180.31
FLOORING // VITRIFIED FLOOR TILES // Providing and laying vitrified floor tiles in different sizes 49 (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 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. // Size of Tile 600x600 mm
200
1416
286616.63
CLADDING WORK // STONE WORK DRY CLADDING // Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all 50 colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of 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.
150
1063
161367.9
FLOORING // CERAMIC GLAZED TILES // Providing and laying Ceramic glazed floor tiles of size 51 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, 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. 13.2.1 750.00 Sqm 339.70 254775.00 1.16 257730.39
120
935
113574.36
FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 fine sand)
600
282
171162.72
STEEL WORK // Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and 54 fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash 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.).
200
612
123870.42
SANITARY INSTALLATIONS // Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : // Rectangular shape 1500x450 mm
4
1817
7353.12
WOOD AND P.V.C. WORK // Providing and fixing panelled or panelled and glazed shutters for 56 doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately) // Second class teak wood // 30 mm thick shutters
30
3360
101990.52
FINISHING // Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. // Two coats
1000
121
122959.98
FINISHING // EXTERIOR FINISHING // Finishing walls with Acrylic Smooth exterior paint of required shade : // New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
800
166
135028.37
FINISHING // Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.
470
123
58884.73
EARTH WORK // Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti- termite treatment (excluding the cost of chemical emulsion) : // Filling with available fly ash and earth (excluding 60 rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in- charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of Engineer -in - charge. 10.20 2800.00 Kg 140.15 392420.00 1.16 396972.07
2916.55
253
749249.5
STEEL WORK // Providing and fixing bolts including nuts and washers complete.
2800
140
396972.07
WOOD AND P.V.C. WORK // COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. tower bolt black finish, (Barrel type) with necessary screws etc. complete : (copper oxized as per IS: 1378) // 150x10 mm
20
53
1073.31
WOOD AND P.V.C. WORK // BRIGHT FINISHED M.S. FITTINGS // Providing and fixing ISI marked IS : 1341 M.S. pressed butt hinges bright finished with necessary screws etc. complete : // 100x58x1.90 mm
60
39
2370.18
WOOD AND P.V.C. WORK // COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. sliding door bolts with nuts and screws etc. complete : (copper oxidized as per IS: 1378) // 300x16 mm
10
180
1826.44
WOOD AND P.V.C. WORK // COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS 65 PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete : (copper oxized as per IS: 1378) // 300x20x6 mm
10
82
833.56
WOOD AND P.V.C. WORK // COPER OXIDISED MILD STEEL FITTINGS (COPPER OXIDISED AS PER IS: 1378) // Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete : (copper oxized as per IS: 1378) // 100 mm
30
28
857.33
SANITARY INSTALLATIONS // Providing and fixing wash basin with C.I. brackets, 15 mm C.P. 67 brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require: // White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps
3
2275
6904.17
SANITARY INSTALLATIONS // Providing and fixing water closet squatting pan (Indian type W.C. 68 pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: // White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
3
5781
17545.24
SANITARY INSTALLATIONS // Providing and fixing white vitreous china flat back half stall urinal of 69 size 580x380x350 mm with white PVC automatic flushing cistern, with fittings, standard size C.P. brass flush pipe, spreaders with unions and clamps (all in C.P. brass) with waste fitting as per IS : 2556, C.I. trap with outlet grating and other couplings in C.P. brass, including painting of fittings and cutting and making good the walls and floors wherever required : // Single half stall urinal with 5 litre P.V.C. automatic flushing cistern
4
10128
40983.15
WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass bib cock of approved quality conforming to IS:8931 : // 15 mm nominal bore
8
434
3513.89
SANITARY INSTALLATIONS // Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. // Flexible pipe // 40 mm dia 17.29 8.00 Each 45.25 362.00 1.16 366.20
8
104
844.48
SANITARY INSTALLATIONS // Providing and fixing 100 mm sand cast Iron grating for gully trap.
8
45
366.2
WATER SUPPLY // PTMT FITTINGS // Providing and fixing PTMT pillar cock of approved quality and colour. // 15 mm nominal bore, 125 mm long foam flow, weighing not less than 120 gms
8
194
1571.22
WATER SUPPLY // C.P. BRASS FITTINGS // Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to IS:8931. // 15 mm nominal bore
8
594
4813.19
WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing PTMT swivelling shower, 15 mm nominal bore, weighing not less than 40 gms
4
106
429.53
WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements, weighing not less than 106 gms.
6
96
587.23
WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam 77 sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer's specification and direction of Engineer- in-Charge.
25
408
10324.64
WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made 78 panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the panel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm) thick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification & drawing. // 30 mm thick plain PVC door shutters
10
2455
24835.79
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.-Internal work - Exposed on wall // 25 mm dia nominal bore
50
491
24844.9
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.-Internal work - Exposed on wall // 50 mm dia nominal bore
80
893
72284.89
ROAD WORK // ROADS // Preparation and consolidation of sub grade with power road roller of 8 to 81 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.
5175
180
944922.92
ROAD WORK // MISCELLANEOUS // Providing, laying, spreading and compacting graded stone 82 aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
1656.45
2803
4697977.67
ROAD WORK // 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 83 mechanically by using needle and surface vibrators, levelling 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). // Cement concrete manufactured in automatic batching plant (RMC plant) i/c transportation to site in transit mixer
2619
10006
26511422.38
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Centering and shuttering including strutting, propping etc. and removal of form work for : // Foundations, footings, bases for columns per cm depth per 16.45 285.00 cm width 4.70 1339.50 1.16 1355.04 per metre length
6874.35
307
2141512.77
ROAD WORK // MISCELLANEOUS // Providing and applying 2.5 mm thick road marking strips (retro- reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic 87 paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications.
45.6
623
28775.25
STEEL WORK // Providing and fixing mild steel round holding down bolts with nuts and washer plates complete.
7066.44
88
632634.35
STEEL WORK // Welding by gas or electric plant including transportation of plant at site etc. complete. 10.21 1750.00 Kg 237.85 416237.50 1.16 421065.85
2350
3
8082.68
STEEL WORK // Providing and fixing M.S. rivets of sizes in position.
1750
237
421065.85
DISMANTLING AND DEMOLISHING // Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. // Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
135
2007
274101.62
DISMANTLING AND DEMOLISHING // Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge.
55
2928
162913.63
DISMANTLING AND DEMOLISHING // Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. // In cement mortar
30
1698
51544.56
DISMANTLING AND DEMOLISHING // Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in: // Channels, angles, tees and flats
5000
1
9610.2
DISMANTLING AND DEMOLISHING // Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
10000
4
47039.4
DISMANTLING AND DEMOLISHING // Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: // G.S. Sheet
300
136
41273.28
DISMANTLING AND DEMOLISHING // Disposal of building rubbish / malba / similar unserviceable, 97 dismantled or waste materials by mechanical means, including loading, transporting, 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.
150
219
33284.17
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, 98 abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: // 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
30
9375
284518.57
WATER SUPPLY // C.I./DUCTILE IRON PIPES & SPECIALS // Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : // 100 mm dia pipe
590
1210
722479.66
WATER SUPPLY // C.I./DUCTILE IRON PIPES & SPECIALS // Providing and laying S&S centrifugally cast (spun) iron pipes (Class LA) conforming to IS - 1536 : // 150 mm dia pipe 18.30.4 128.00 Each 343.55 43974.40 1.16 44484.50
580
1824
1070602.58
WATER SUPPLY // C.I./DUCTILE IRON PIPES & SPECIALS // Providing and laying flanged C.I. standard specials such as tees, bends, collars, tapers, caps etc., suitable for flanged jointing as per IS : 1538 : // Up to 300 mm dia
30
8191
248603.23
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 100 mm diameter // Class I
10
4097
41454.36
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 150 mm diameter // Class I
10
5980
60498.23
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 200 mm diameter // Class I
8
11609
93953.36
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and placing 106 on terrace (at all floor levels) polyethylene water storage tank, IS : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
150000
9
1471878
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 107 pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work // 32 mm nominal dia Pipes
500
435
220048.29
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 108 pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work // 40 mm nominal dia Pipes
700
559
395980.7
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 109 pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work // 50 mm nominal dia Pipes
600
811
492760.48
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 110 pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work // 80 mm nominal dia Pipes
750
1990
1510116.48
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) 111 pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.-External work // 100 mm nominal dia Pipes
850
2811
2417711.35
WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 40 mm nominal bore
70
707
50085.33
WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 80 mm nominal bore
8
2227
18027.52
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) : // 100 mm diameter // Class II
8
4500
36419.62
WATER SUPPLY // BRASS FITTINGS // Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : // 50 mm nominal bore
4
878
3553.75
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 50 mm nominal bore
8
706
5719.18
WATER SUPPLY // C.I. SLUICE VALVES/ FIRE HYDRANTS & FIXTURES // Providing and fixing G.I. Union in G.I. pipe including cutting and threading the pipe and making long screws etc. complete (New work) : // 80 mm nominal bore
8
1061
8588.48
FINISHING // EXTERIOR FINISHING // Applying priming coat: // With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works
700
55
39300.66
FINISHING // Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : // Two or more coats on new work
700
131
93082.37
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, 120 abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc., up to floor five level, excluding the cost of centering, shuttering and finishing: // 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).
400
9793
3962943
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position 121 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 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)
260
7783
2047224.49
FINISHING // Painting with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade : // Two or more coats on new work
2275
115
264889.99
ROAD WORK // ROADS // Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
1625
821
1351162.51
CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in position 124 cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
60
7365
447035.14
STEEL WORK // Providing and fixing in position collapsible steel shutters with vertical channels 125 20x10x2 mm and braced with flat iron diagonals 20x5 mm size, with top and bottom rail of T-iron 40x40x6 mm, with 40 mm dia steel pulleys, complete with bolts, nuts, locking arrangement, stoppers, handles, including applying a priming coat of approved steel primer. 16.3.1 360.00 cum 1937.60 697536.00 1.16 705627.42
40
9397
380254.37
ROAD WORK // ROADS // Supplying and stacking at site. // 90 mm to 45 mm size stone aggregate
360
1937
705627.42
ROAD WORK // ROADS // Laying, spreading and compacting stone aggregate of specified sizes to 127 WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 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 .
360
865
315303.58
ROAD WORK // Cutting road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening, red bajri and labour required. // bituminous portion
750
4157
3154560.79
ROAD WORK // MISCELLANEOUS // Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material within all lifts and lead upto 1km (by mechanical means).
375
5
2219.2
ROAD WORK // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // Providing 130 and laying Bitumen Penetration Macadam with hard stone aggregate of quality, size and grading as specified, with bitumen of suitable penetration grade, including required key aggregate as specified, spreading coarse aggregate with the help of self propelled/ tipper tail mounted aggregate spreader and applying bitumen by a pressure distributor and then spreading key aggregate with the help of aggregate spreader complete, including consolidation with road roller of minimum 8 to 10 tonne capacity to achieve specified values of compaction and surface accuracy : // For 75 mm compacted thickness in two layers using stone aggregate of size 63-41 mm graded @ 0.90 cum per 10 sqm key aggregate of size 20.0 mm graded @ 0.18 cum per 10 sqm. With paving asphalt grade VG - 10 @ 68 kg/10 sqm.
1125
611
695974.48
ROAD WORK // MISCELLANEOUS // Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work 131 site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. // 40/50 mm compacted thickness with bitumen of grade VG-30 @ 5.5% (percentage by weight of total mix) and lime filler @ 3% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
56.25
10870
618572.85
ROAD WORK // Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. // With rapid setting bitumen emulsion // On bituminous surface @ 0.25kg/sqm
1125
7
8990.59
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.-External work // 50 mm dia nominal bore
100
654
66178.87
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.-External work // 25 mm dia nominal bore
100
417
42279.82
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.-External work // 20 mm dia nominal bore
150
315
47851.21
WATER SUPPLY // C.P.V.C. PIPES // Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc.-External work // 65 mm dia nominal bore
100
768
77751.58
Providing Protective screen of desired section made with structural steel of various sections. XPM as per railway's approved drawings including fixing the same in position. The rate includes, all contractor's 1 materials labour transportation of material's/fabricated structure, welding with contractor's welding machine, portion and other consumables, fixing all arrangements including 'J'hooks etc. loading, unloading ,ascent, descent taxes tools and plants etc. complete. The rate also includes painting the same with two coats of aluminum paints of approved quality and two coats of primer of approved quality.
13.35
71571
955480.06
Boring, providing and installing bored cast-insitu reinforced cement concrete pile of all length M 35 grade to carry a safe working load not les than specified incl. cost of boring with bentonite solution and temporary casing of appropriate length for se 300mm dia piles
72
1247
89810.64
Providing, Fabricating & laying of colour coated Galvalume (Proflex system roofing) material for self 3 supported roofing system , Material shall be of following specification, BMT 0.90mm to 1.00mm, APT 0.95mm Tolerance +/- 0.02mm thick, width 605 mm or as decided by Railway (Tolerance +/- 2mm), including supplying, loading, transporting, unloading and staking at site, fabricating and laying with all contractors tools, plants, machineries materials and fixtures labours including all lead and lift and laps/ wastage if any etc. complete. The colour of sheet will be decided by Railway. The rate is also inclusive of designing of roofing system, proof checking and providing execution drawing. Fabrication and installation of self supported roofing technology similar to Proflex System decided by engineer a) length 19 meter or as per site requirement. b) Arch length 23 meter or as per site requirement. Note: The roofing system should be self supported roofing system (i.e. without trusses, purlings or any ancillary supports_ shall be designed by the Contractor through the consultant and got duly proof checked from VITI / Indian Institute of Technology, any other Govt. agencies. Design and drawing will be approved by Railways. For design of roofing system relevant load parameters of IS code of practice to be adopted. The cost of designing and proof checking of design and drawings will not be paid separately and these charges are deemed to be included in rates of this item. The rates shall also inclusive of preparation of necessary auto cad drawing required for execution of roofing system should be 100% leak proof, resistant to corrosion and maintenance free.
33696
2009
67717166.4
- Supplying & fixing water level indicator board as specified by the Railway including all lead, taxes, etc. complete. The lettering should be done with enamel paint of approved quality (45% above).
2
5352
10705.3
- Providing & fixing in proper position 90cm high railing with contractors 40mm dia, G.I Pipe in two 5 rows supported on contractor's M.S. Angle iron post 75 x 75 x 6 mm @ 1 Mtr C/C intervels, inclusive of all fittings labour material, lead, lift, loading, unloading, welding and painting of M. S. Angle post with two coats of approved synthetic paint of contractor over the priming coat of (Red Oxide) of approved quality with all lead, lift taxes, charges and all other incidential charges etc. complete as required by Engineer in charge (45% above).
70
1070
74937.8
- Providing & Fixing lightening conductor on the top of the tower with suitable type of BSWGR wire for earthing the lightening arrester complete including digging of charcoal filled pit of size 30 x 30 x 150 cm for earthing strictly as per direction of Engineer-in-charge (45% above).
2
8564
17128.44
Oasis make auto swiveling noggle suitable for the site along with reducing saddle tee to be adopted with the vertical adopter with a suitable heavy duty riser to height of 1.0 mtr from the GI to be connected with water gun along with suitable G.I. nipple, albow etc.
330
1927
636210.3
Pilot survey of total proposed area where sprinklar system is to be installed. This shall include 8 identification & marking of water source, identification of problem area in existing layout plan, hydraulic design of the complete system, calculation of total water consumption & it's rate of application, selection of pipe( diameter & pressure class etc), safety calculation of the system etc all complete. This shall also operation & railway's personnel about operation & maintenance of the system.
2
45000
90000
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