North Western Railway Tender
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Costs
EMD
₹ 2,99,200Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Up-gradation Of Shed/godown And Provision Of Road In General Store Depot, Jodhpur.
Description
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Contact
Tender Id
WS-09of2024-25-C-WORKSHOP-JU-ENGINEERING/NORTH WESTERN RLYTender No
WS-09of2024-25Tender Authority
North Western Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
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Providing, installation and commissioning of RRL Hose pipes (Type-A) 15 meter long with 63mm size dia, male and female SS metal coupligs duly bended with wire rivets etc. conforming to IS 903 as required
15
5936
89050.95
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Providing, installation and commissioning of SS Metal branch pipes 63 mm size with and 20 mm size nozzels confirming to IS 903 suitable for instantaneous connection to inter-connect hose pipe coupling as required
8
2045
16360.96
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Providing installing and commissioning of hose Boxes ( double door ) of size 750 mm width x 50 mm length x 250 mm deep made of 1.02 mm thick MS sheet with 2 mm thick glazed glass 06 doors with necessary locking arrangement suitablr to accommodate external 15 meter long 2 nos RRL hose pipe 1 no branch pipe mounted on wall or raised brickl platform & duly painted red colour externally and white internally complete in all respect as required
10
5113
51131.9
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Submission of structural design and detailed drawing of RCC foundation, beam slab, 07 column etc fabricated column, girders, cat-walk slabs super structure, trusses, purlins gantry girders, & associated structural members , AC sheeting end sheeting Girder of Steel , stone masonry structure and any Other steel and RCC structure Required for Construction of Infrastructure Facilities at Carriage workshop, Jodhpur as per special conditions and direction of Engineer In Charge.
2400
60
144888
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CARRIAGE OF MATERIALS // By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM // Steel // Cost of carriage including loading, unloading & stacking for first 50 metres
400
291
72202.72
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CARRIAGE OF MATERIALS // By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM // Steel // Every additional lead of 50m or part thereof beyond1st 50 m upto 9 such additional lead
800
42
21189.12
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CARRIAGE OF MATERIALS // By Manual Labour including loading, unloading and stacking for lead less than 0.50 KM // Timber // Cost of carriage including loading, unloading & stacking for first 50 metres
250
187
29009.8
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EARTH WORK // Earth work in excavation by mechanical means (Hydraulic 4 excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. // All kinds of soil.
780
286
138720.66
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EARTH WORK // Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including 5 getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : // All kinds of soil // Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia
200
417
51751.4
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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.
450
253
70852.05
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EARTH WORK // Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
75
2161
100495.8
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EARTH WORK // Felling trees of the girth (measured at a height of 1 m above ground 8 level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. // Beyond 60 cm girth upto and including 120 cm girth
4
1957
4853.73
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EARTH WORK // Felling trees of the girth (measured at a height of 1 m above ground 9 level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. // Beyond 120 cm girth upto and including 240 cm girth
6
9084
33792.67
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 10 position 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)
70
7365
319647.51
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 11 position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : // 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
850
6326
3333828.35
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REINFORCED CEMENT CONCRETE // CAST IN SITU // Providing and laying in position 12 specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - 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)
90
8364
466722.36
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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
300
307
57278.7
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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
90
608
33945.93
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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.
15000
89
833745
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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 improve durability and workability without impairing 16 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
125
8683
672994.5
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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)
140
8288
719428.78
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STONE WORK // RANDOM RUBBLE MASONRY // Random rubble masonry with hard 18 stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : // Cement mortar 1:6 (1 cement : 6 coarse sand)
120
6653
495016.68
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STONE WORK // RANDOM RUBBLE MASONRY // Random rubble masonry with hard 19 stone in superstructure above plinth level and upto floor five level, including leveling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) at window sills, ceiling level and the like. // Cement mortar 1:6 (1 cement : 6 coarse sand)
170
8275
872258.78
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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.
14000
111
971726
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STEEL WORK // Steel work in built up tubular (round, square or rectangular hollow 21 tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. // Hot finished welded type tubes
60000
154
5762280
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STEEL WORK // Providing and fixing mild steel round holding down bolts with nuts and washer plates complete. 23
2800
88
153636
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STEEL WORK // Providing and fixing bolts including nuts and washers complete.
380
140
33019.34
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STEEL WORK // Steel work welded in built up sections/ framed work, including 24 cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. // In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete
4000
102
253580
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STEEL WORK // Steel work welded in built up sections/ framed work, includingcutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. // In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
3320
142
292910.32
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FLOORING // KOTA STONE FLOORING // Kota stone slab flooring over 20 mm 26 (average) thick base laid over and jointed with grey cement slurry mixed 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) : // 25 mm thick
1200
1706
1269710.4
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ROOFING // SHEET ROOFING // Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : // In 75x75 mm deep chase
500
260
80662
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ROOFING // Providing, fixing and embedding sand cast iron accessories for rain water pipes in the masonry surrounded with 12 mm thick cement mortar of the same mix, as that of 28 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, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes. // 110 mm diameter
280
319
55508.6
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ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ 29 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. // Coupler // 110 mm
70
119
5205.83
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ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ 30 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. // Shoe (Plain) // 110 mm Shoe
115
115
8267.24
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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 31 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood 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. // 110 mm
80
309
15351.2
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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 %) total coated thickness with zinc coating 120 grams per 32 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.
2400
671
999266.4
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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 33 jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion. // Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : // Ridges plain (500 - 600mm) 12.51.6 400.00 Metre 1110.60 444240.00 (-) 38.00 275428.80
200
450
55874.4
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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 steel sheet roofing accessories 0.50 mm (+0.05 %) total coated thickness, 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 using self drilling/ self tapping screws complete : // Gutter (600 mm over all girth)
-
-
34
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FINISHING // CEMENT PLASTER (IN FINE SAND) // 12 mm cement plaster of mix : // 1:6 (1 cement: 6 fine sand)
1200
282
209808
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FINISHING // CEMENT PLASTER IN TWO COATS // 18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 (1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 (1 cement : 6 fine sand).
2500
442
686262.5
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FINISHING // Extra for plastering: // Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
2500
214
332165
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FINISHING // Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : // New work (two or more coats) over and including water thinnable priming coat with cement primer
2500
162
251952.5
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FINISHING // Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : // Two or more coats on new work
1250
131
101873.75
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FINISHING // Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : // Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
1200
191
142401.6
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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)
800
2007
995521.6
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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 1:4:8 or leaner mix (i/c equivalent design mix)
800
1239
614841.6
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DISMANTLING AND DEMOLISHING // Dismantling dressed stone work ashlar face 43 stone work, marble work or precast concrete work manually/ by mechanical means including stacking of serviceable and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : // In cement mortar
400
2372
588330.4
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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.
80000
4
230640
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DISMANTLING AND DEMOLISHING // Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of: // G.S. Sheet
2800
136
236096
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DISMANTLING AND DEMOLISHING // Disposal of building rubbish / malba / similar 46 unserviceable, 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.
750
219
101997.75
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ROAD WORK // MISCELLANEOUS // Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished 47 with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).
870
8277
4464910.47
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WATER SUPPLY // 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 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 // PN - 10 Pipe, 110 mm OD (SDR-11)
100
1689
104749
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