South East Central Railway Tender
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South East Central Railway - SECR Tender
Civil And Construction
Water Storage And Supply
Ireps
Opening Date14 Jan 2025
Closing Date6 Feb 2025
Tender Amount₹ 78,74,040.29
Costs
EMD
₹ 1,57,500Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
E-R-T-104-24-25-RAIPUR DIVISION-ENGINEERING/SOUTH EAST CENTRAL RLYTender No
E-R-T-104-24-25Tender Authority
South East Central Railway ViewPurchaser Address
-Website
http://ireps.gov.in
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Documents
BOQ Items
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REINFORCED CEMENT CONCRETE // PRE-CAST RCC // Providing, hoisting and fixing above 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 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
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REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Add for using extra cement in the items of design mix over and above the specified cement content therein.
20
688
13390.35
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REINFORCED CEMENT CONCRETE // DESIGN MIX CONCRETE // Providing and placing in position precast reinforced cement concrete waffle units, square or rectangular, as per design and shape for floors and roofs in 1:1.5:3 (1 Cement : 1.5 coarse sand (zone-III) derived from natural 7 sources : 3 graded stone aggregate 10 mm nominal size derived from natural sources), including flush or deep ruled pointing at joints in Cement mortar 1:2 (1 Cement : 2 Fine sand), making necessary holes of required sizes for carrying through service lines etc., providing steel hooks for lifting etc, form work in precasting, handling, hoisting, centering and erection complete for all floor levels but, excluding the cost of reinforcement.
1
-
27214.2
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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 8 5mm rigid PVC foam 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.
2
408
794.05
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing aluminium 9 extruded section body tubular type universal hydraulic door closer (having brand logo with ISI, IS : 3564, embossed on the body, door weight upto 36 kg to 80 kg and door width from 701 mm to 1000 mm), with double speed adjustment with necessary accessories and screws etc. complete.
1
-
832.75
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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.
900
93
81442.01
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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.
40
111
4354.85
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STEEL WORK // Providing and fixing in position collapsible steel shutters with vertical 12 channels 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.
2
9397
18277.85
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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.
320
214
66690.16
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CARRIAGE OF MATERIALS // By Mechanical Transport including loading,unloading and stacking // Lime, moorum, building rubbish // 3km
5
181
884.25
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STEEL WORK // Steel work in built up tubular (round, square or rectangular hollow 15 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
15
154
2259.6
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STEEL WORK // Steel work welded in built up sections/ framed work, including 16 cutting, 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
930
142
128699.68
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STEEL WORK // Providing and fixing hand rail of approved size by welding etc. to 17 steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. // G.I. pipes
800
180
140195.6
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FLOORING // Providing and fixing 10 mm thick acid and/or alkali resistant tiles of 18 approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS : 4457, complete as per the direction of Engineer-in- Charge. // In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) // Acid and alkali resistant tile
12
1515
17685.3
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FLOORING // VITRIFIED FLOOR TILES // Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% 19 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
40
1416
55107.68
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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 20 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
15
319
4664.35
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ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ 21 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. // Single tee without door // 110x110x110 mm
1
-
185.5
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ROOFING // Providing and fixing on wall face unplasticised - PVC moulded fittings/ 22 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. // Bend 87.5 degrees // 110 mm bend
2
132
256.74
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FINISHING // CEMENT PLASTER (IN FINE SAND) // 15 mm cement plaster on the rough side of single or half brick wall of mix : // 1:6 (1 cement: 6 fine sand)
320
324
100922.16
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FINISHING // Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gms/litre, of approved manufacturer, of required shade and colour complete, as per manufacturer's specification. // Two or more coats on new work
160
92
14431.9
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FINISHING // EXTERIOR FINISHING // Finishing walls with water proofing cement paint of required shade : // New work (Two or more coats applied @ 3.84 kg/10 sqm)
160
97
15186.56
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FINISHING // EXTERIOR FINISHING // Finishing with Deluxe Multi surface paint system 26 for interiors and exteriors using Primer as per manufacturers specifications : // Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm
450
158
69560.49
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FINISHING // CEMENT PLASTER (IN COARSE SAND) // 15 mm cement plaster on rough side of single or half brick wall of mix: // 1:6 (1 cement: 6 coarse sand)
150
339
49466.21
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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 29
15
131
1917.53
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ROAD WORK // ROADS // Supplying and stacking at site. // Moorum
142
888
122669.79
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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
8
4097
31881.66
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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 18.31.3.1 4.00 Each 5980.45 23921.80 (-) 2.75 23263.95
8
4500
35011.94
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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
-
-
32
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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 II
1
-
6478.6
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WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : // Up to 600 mm dia
1.5
18025
26294.84
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WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying D.I. Specials of Class K - 12 suitable for mechanical jointing as per IS : 9523 : // Above 600 mm dia
1.5
25651
37419.63
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WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : // 100 mm dia Ductile Iron Double Flanged
120
1541
179904.72
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WATER SUPPLY // AIR VALVE & WATER METER (BULK TYPE) // Providing and laying Double Flanged (Screwed/ Welded) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS : 8329 : // 150 mm dia Ductile Iron Double Flanged
81
2312
182192.92
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EARTH WORK // Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. // All kinds of soil
300
104
30487.88
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EARTH WORK // Earth work in excavation by mechanical means (Hydraulic 39 excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. // All kinds of soil
530
205
105894.07
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ALUMINIUM WORK // Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides 40 with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : // For fixed portion // Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
30
433
12660.49
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ALUMINIUM WORK // Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, 41 straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : // For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) // Anodised aluminium (anodised transparent or dyed to required shade according to IS: 1868, Minimum anodic coating of grade AC 15)
30
531
15515.26
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ALUMINIUM WORK // Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, 42 straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : // Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): // With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
7
1019
6942.29
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 43 position 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)
68
7783
514732.77
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 44 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)
20
7365
143252.17
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CONCRETE WORK // CEMENT CONCRETE (CAST IN SITU) // Providing and laying in 45 position 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)
33
6833
219300.89
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CONCRETE WORK // MISCELLANEOUS // Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of 46 concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing 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 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. // All works above plinth and upto floor V level : // Concrete of M20 grade with minimum cement content of 270 kg /cum
3
10009
29202.72
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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
30
307
8984.44
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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.
24500
89
2136023.31
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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 49 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
92
8683
776939.59
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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 50 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 5.5A 15.00 cum 11107.85 166617.75 (-) 2.75 162035.76
46
10306
461047.86
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REINFORCED CEMENT CONCRETE // CAST IN SITU // Reinforced cement concrete work in arches, archribs, domes, vaults, shells, folded plate and roofs having slope more than 15 degree 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 including manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%).
-
-
51
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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
32
307
9583.4
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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Extra for arches, domes, vaults exceeding 6 m span
45
575
25174.38
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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.
490
669
319057.31
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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
140
766
104365.78
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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Shelves (Cast in situ)
50
766
37273.49
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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
205
608
121282.18
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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Columns, Pillars, Piers, Abutments, Posts and Struts
237
804
185365.55
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REINFORCED CEMENT CONCRETE // FORM WORK // Centering and shuttering including strutting, propping etc. and removal of form for // Arches, domes, vaults up to 6 m span
175
1826
310804.92
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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 above plinth level. // Thermo-Mechanically Treated bars of grade Fe-500D or more.
3550
89
309505.42
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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)
1
-
990.05
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MASONRY WORK // Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: // Cement Mortar 1:6 (1 cement : 6 coarse sand).
5
5549
26986.63
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MASONRY WORK // EXPOSED BRICK WALL // Brick work with clay flyash F.P.S. (non modular) brick of class designation 7.5 in superstructure above plinth level up to floor five level in : // Cement mortar 1:6 (1 cement : 6 coarse sand)
15
8190
119484.75
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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)
3
8288
24181.26
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MASONRY WORK // EXPOSED BRICK WALL // Half brick masonry with non modular fly ash bricks of class designation 10, conforming to IS :12894, in super structure above plinth and upto floor V level. // Cement mortar 1 : 4 (1 cement : 4 coarse sand) 7.1.1 2.00 cum 6653.45 13306.90 (-) 2.75 12940.96
1
-
942.98
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STONE WORK // RANDOM RUBBLE MASONRY // Random rubble masonry with hard 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)
-
-
65
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CLADDING WORK // Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base 66 cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing of edges to give high gloss finish etc. complete at all levels. // Providing edge moulding to 18 mm thick marble stone counters, Vanities etc., including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. // Granite work
10
418
4073.32
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WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL 67 BE ISI MARKED) // Providing and fixing aluminium handles, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 100 mm
1
-
51.79
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WOOD AND P.V.C. WORK // GYPSUM BOARD PARTITIONS // Providing and fixing factory made 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 68 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
5
2455
11937.92
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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
1
-
175.58
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete : // 250x10 mm
1
-
364.06
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass door latch with necessary screws etc. complete : // 250x16x5 mm
1
-
252.66
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WOOD AND P.V.C. WORK // BRASS FITTINGS // Providing and fixing bright finished brass handles with screws etc. complete: // 100 mm
1
-
184.63
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WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL 73 BE ISI MARKED) // Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : // 250x16 mm
1
-
228.44
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WOOD AND P.V.C. WORK // ANODISED ALUMINIUM FITTINGS (ALL FITTINGS SHALL 74 BE ISI MARKED) // Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : // 150x10 mm
1
-
73.47
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Supplying and fixing on water tanks etc. 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 heights More than 1.25 m long
2
1722
3444.92
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