State Warehousing Corporation Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_KSWC_680882_1Bid Award Id
ViewTender No
KSWC/Cotn/Skta/godown/BW/24-25Tender Authority
State Warehousing Corporation ViewPurchaser Address
-Website
http://http://kerwacor.com/
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Documents
BOQ Items
5.1.2 : Providing and laying in position 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 :3 graded stone aggregate 20 mm nominal size
1.19
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
5.97
-
-
5.2.2 : 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
2.91
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
1
-
-
5.22A.6 : 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
110.42
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
1
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
75.2
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
1
-
-
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
29.52
-
-
7.1.1 : 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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
1
-
-
50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
33.45
-
-
od11302/2020_2021 : Filling with contractors own earth ( excluding rock & available cut earth) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by using power roller and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
464.53
-
-
2.27 : Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete.
151
-
-
od11447/2020_2021 : Providing and laying cement concrete 1:6:12, using 40mm broken stone for flooring in& panels not exceeding 20m2 in area including charges for watering, curing, consolidating, paneling including cost and conveyance of all materials required etc complete
116
-
-
od11529/2020_2021 : Flooring with cement concrete 1:2:4, 75 mm thick using 20mm broken stone in panels not exceeding;20m2 in area and plastered over simultaneously with cement mortar 1:3, 9mm thick one coat floated hard and trowelled smooth and charges for thread lining cost and conveyance of all materials required & including watering, curing, etc. complete .
1011
-
-
4.13 : Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
1009
-
-
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
4.51
-
-
od11794/2020_2021 : Providing and fixing Galvalume sheets ( Supply of pre painted Alu- Zinc alloy coated steel sheets ( 55% Aluminium, 43% Zinc, 1.6% Silicons)0.50mm thick). Sheet should have protective guard film of 25 micrones minimum to avoid scartches 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 (5.5 x 55mm) 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.
1385
-
-
10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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
18500
-
-
od11977/2020_2021 : Providing ridges or hips width 60 cm overall width plain Galvalume sheet (supply pf pre painted Alu-Zinc alloy coated steel sheets (55% Aluminium, 43% Zinc, 1.6% Silicons) 0.50mm thick) sheet should have protective guard film of 25 micrones minimum to avoid scartches during trasportation and should be supplied in single length upto 12 metre or as directed by Engineer in charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) 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 etc complete.0.50 mm thick
49.2
-
-
od313904/2019_2020 : Fixing wind ties with 32 x 6mm M.S. flat to the end of roof including charges for cutting, drilling, hoisting and fixing with bolts, nuts, washers, and bitumen washers applying a coat of metal primer cost ad conveyance of all materials required etc. complete.
1.48
-
-
od313905/2019_2020 : Providing and fixing holding down bolts for trusses in R.C.C column including providing pocket and grouting with cement after erection as per instruction during execution including cost and conveyance of all materials required etc complete
106
-
-
od313908/2019_2020 : Providing bitumen compound covering to G.I. bolts over roof using 0.45 Kg of bitumen compound per 10m2 area including cost and conveyance of all materials required etc. complete
1385
-
-
10.6.1 : Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
36
-
-
10.7 : Providing and fixing ball bearing for rolling shutters.
16
-
-
od313902/2019_2020 : Supplying and fixing in position anjili wood wooden fender of size 15 x 10 cm plained and lap jointed to the bottom ledge including charges for necessary overlap providing holes for bolts fixed in ledge as per instruction cost and conveyance of all materials required etc. complete. except L bolts.
48.6
-
-
od11533/2020_2021 : Supplying and fixing steel glazed top windows of size 1.20 x 0.6m outside with z section for outer frameand shutter frame conforming to IS 1038, with 20 x 20 x 20 x 3mm z section for outer frame and 45 x 20 x20 x 3mm J section for intermediate vertical of 1 No, 4 Nos of 10mm square rods welded horizontally tothe outer frame, fixing proper box hinges to the shutter frame of size 20 x 20 x 20 x 3mm z section forthe double leaf shutter 4mm thick plain glass fixed with 12.5 x 12.5 x 1mm Aluminium L angle bolted with 5mm G.I. bolts and nuts 15 cm c/c fixing welded mesh 25 x 25mm square 12 guage with 20 x 5mm M.S.flat frame alround and intermediate vertical bolted to out frame with 5mm/M.S. bolts and nuts 25cm c/c, 2Nos of flat iron clamps 200 x 20 x 5mm size welded on each side of outer frame to be fixed with cementconcrete ( cement concrete block will be paid separately) standard locking arrangements, applying onecoat metal primer including cost and conveyance of all materials required and all labour charges etc.complete.
28
-
-
od11535/2020_2021 : Supplying and fixing steel panelled bottom windows of size 1.20 x 0..60m outside with Z section for outerframe and shutter frame conforming to IS 1038, with 20 x 20 x 20 x 3mm z section for outer frame and 45x 20 x 20 3mm J section for intermediate vertical of 1 No. 4 Nos of 10 mm square rods welded horizontally to the outer frame and shutter frame of size 20 x 20 x 20 x 3mm z section, fixing proper box hinges to the shutter frame, for the double leaf shutter 20 guage plain M.S. sheet for paneling weldingwith outer frame, fixing welded mesh 25 x25mm square 12 guage and 20 x 5mm M.S. flat frame alround and intermediate vertical bolted to outer frame with 5mm bolts and nuts 25cm c/c.2 Nos.; of flat iron clamp 200 x 20 x 5mm size welded on each side of outer frame to be fixed with cement concrete (cement concrete block will be paid separately) standard locking arrangements, applying a one coat metal primer including cost and conveyance of all materials required and all labour charges etc. complete
20
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
2121.81
-
-
13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
246.83
-
-
13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
148.26
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
2489.71
-
-
13.37.1 : White washing with lime to give an even shade:New work (three or more coats)
1120.47
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
1369.24
-
-
13.62.1 : 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 .
985.03
-
-
od313909/2019_2020 : Providing 12mm dia L bolts for fixing the wooden fender to the bottom ledge with M.S. rods 45 cm long including charges for supplying nuts, threading, bending and pacing in position as per instruction during execution including cost and conveyance of all materials etc complete.
12
-
-
od313910/2019_2020 : Providing 40 mm wide boarder to the end of sunshade with cement mortar 1:3, 15mm thick one coat including charges for watering, curing, scaffolding and cost and conveyance of all materials required etc. complete
153.85
-
-
od313911/2019_2020 : Providing 75 mm wide boarder to the plinth with cement mortar 1:3 15 mm thick one coat including charges for watering, curing, cost and conveyance of all materials required etc complete
92.65
-
-
5.28 : Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.
532.9
-
-
50.2.25.1 : Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge
1608.21
-
-
ROAD WORK 3.6 : Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m
248.5
-
-
4.1.B.1 : Construction of granular sub-base by providing graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub base cum drainage layer - Mix in Place Method
142
-
-
4.12 : Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
106.5
-
-
COMPOUND WALL, FENCING & GATE 2.8.1 : Earth work in excavation by mechanical means (Hydraulic 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 up to 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
113.5
-
-
4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1.02
-
-
4.1.8 : Providing and laying in 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 : 8 graded stone aggregate 40 nominal size)
24.57
-
-
7.1.1 : 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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
105
-
-
5.1.2 : Providing and laying in position 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 :3 graded stone aggregate 20 mm nominal size
0.85
-
-
5.2.2 : 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
0.94
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
143
-
-
50.6.2.2 : Solid block masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
34.07
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
516
-
-
13.33.1 : Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
273
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
537
-
-
od11532/2020_2021 : Fabricating and erecting iron sliding gate having 7mx1.5m size made of 50mm dia medium pipe on top side and bottom and hollow tube 25mmx25mmx3mm support having total height of 1.188m with MS plate 20x3mm in the middle of vertical ,support boarded with MS plate, boarded with MS flat 50mmx6mm, 50mm pipe at bottom for moving gate fixed to ground using concrete with hold fast, fixing wheels,locking arrangements, kondies etc.complete.
2
-
-
10.1 : 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. for fencing
708.56
-
-
16.18.1 : Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire
2360.9
-
-
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :Two or more coats on new work
58.53
-
-
13.50.3 : Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works
58.53
-
-
TOILET AND WORKERS SHED 2.8.1 : Earth work in excavation by mechanical means (Hydraulic 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 up to 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
11.48
-
-
4.1.8 : Providing and laying in 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 : 8 graded stone aggregate 40 nominal size)
1.66
-
-
7.1.1 : 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) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
10.16
-
-
5.1.2 : Providing and laying in position 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 :3 graded stone aggregate 20 mm nominal size
0.7
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15 degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
1.11
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
180
-
-
50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
11.5
-
-
od11794/2020_2021 : Providing and fixing Galvalume sheets ( Supply of pre painted Alu- Zinc alloy coated steel sheets ( 55% Aluminium, 43% Zinc, 1.6% Silicons)0.50mm thick). Sheet should have protective guard film of 25 micrones minimum to avoid scartches 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 (5.5 x 55mm) 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.
28.8
-
-
10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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
100
-
-
od11542/2020_2021 : Supplying and fixing steel glazed ventilators of size 0.6x0.45m outside with z section for outer frame and shutter frame conforming to IS 1038, with 20 x 20 x 20 x 3mm z section for outer frame and 45 x 20 x20 x 3mm J section for intermediate vertical of 1 No, 4 Nos of 10mm square rods welded horizontally to the outer frame, fixing proper box hinges to the shutter –frame of size 20 x 20 x 20 x 3mm z section forthe double leaf shutter 4mm thick plain glass fixed with 12.5 x 12.5 x 1mm Aluminium L angle bolted with5mm G.I. bolts and nuts 15 cm c/c fixing welded mesh 25 x 25mm square 12 guage with 20 x 5mm M.S.flat frame alround and intermediate vertical bolted to out frame with 5mm/M.S. bolts and nuts 25cm c/c, 2Nos of flat iron clamps 200 x 20 x 5mm size welded on each side of outer frame to be fixed with cement concrete ( cement concrete block will be paid separately) standard locking arrangements, applying one coat metal primer including cost and conveyance of all materials required and all labour charges etc.complete.
2
-
-
od11543/2020_2021 : Supplying and fixing steel glazed windows of size 1.50 x 1m outside with z section for outer frameand shutter frame conforming to IS 1038, with 20 x 20 x 20 x 3mm z section for outer frame and 45 x 20 x20 x 3mm J section for intermediate vertical of 1 No, 4 Nos of 10mm square rods welded horizontally tothe outer frame, fixing proper box hinges to the shutter –frame of size 20 x 20 x 20 x 3mm z section for the double leaf shutter 4mm thick plain glass fixed with 12.5 x 12.5 x 1mm Aluminium L angle bolted with 5mm G.I. bolts and nuts 15 cm c/c fixing welded mesh 25 x 25mm square 12 guage with 20 x 5mm M.S.lat frame alround and intermediate vertical bolted to out frame with 5mm/M.S. bolts and nuts 25cm c/c, 2Nos of flat iron clamps 200 x 20 x 5mm size welded on each side of outer frame to be fixed with cement concrete ( cement concrete block will be paid separately) standard locking arrangements, applying one coat metal primer including cost and conveyance of all materials required and all labour charges etc.complete.
2
-
-
od11541/2020_2021 : Fabricating and fixing anjili wood panelled door with frame of size vertical-2 Nos size 211x10x7cm horizontal 1No size - 90x10x7cm shutter frame vertical 2Nos- 204x10x3.5cm; horizontal 6Nos-68x10x3.5cm; 5 panels of size -60x30.8x1.2cm including charges for labours fittings and cost of fitting etc viz. 6Nos 125mm butt hinges, 3 Nos 100mm tower bolt, Aluminium handle- 1Nos, door stopper-1Nos,padlock-1No etc complete.
1
-
-
11.36 : Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
22.32
-
-
11.37 : Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
24.85
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
110.1
-
-
13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
83.3
-
-
13.60.1 : Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade:Two or more coats on new work
119.03
-
-
17.1.2 : Providing and fixing water closet squatting pan (Indian type W.C. pan) with 100 mm Sand Cast Iron P or S trap, 10 litter low level white P.V.C.flushing cistern, including flush pipe, 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 require:Stainless Steel AISI-304 (18/8) orissa pattern W.C. pan of size 585x 480 with flush pipe and integrated type foot rests
1
-
-
17.2.1 : Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 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:W.C. pan with ISI marked white solid plastic seat and lid
1
-
-
17.5.4 : Providing and fixing white vitreous china flat back half stall urinal of 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: Range of four half stall urinals with 10 litre PVC. automatic flushing cistern
1
-
-
17.7.4 : Providing and fixing wash basin with C.I. brackets, 15 mm C.P. 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 Flat back wash basin size 550x400mm with single 15 mm C.P.brasspillar taps
2
-
-
50.18.8.2.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 20 mm pipe 10 Kgf/ cm2
25
-
-
50.18.8.4.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 32 mm pipe 6Kgf/cm2
10
-
-
50.18.8.6.2 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 50 mm pipe 6 kgf/cm2
5
-
-
50.18.8.8.1 : Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 6 Kgf/cm2
5
-
-
50.18.9.9.2 : Providing and fixing PVC pipes includes joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 110 mm dia 4 Kg/cm2
10
-
-
50.18.9.21.7 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 75 mm dia Vent cowl
1
-
-
50.18.9.22.3 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement-110 mm dia Door Elbow
2
-
-
50.18.9.22.7 : Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110x110x75 mm dia Door Tee
1
-
-
18.54.4 : Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 90 mm long, weighing not less than 93 gms
5
-
-
9.141 : Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (±0.2mm), made out of single piece extruded PVC profile, with mitred cut joints and with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm, including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer-in--charge.
10
-
-
9.142.1 : Providing and fixing PVC Door Frame of size 50x47 mm with a wall thickness of 5 mm (±0.2mm), made out of single piece extruded PVC profile, with mitred cut joints and with 2 nos of PVC bracket of size 190 mm x 100 mm long arms of cross section size 35 x 15 mm & self driven self taping screws, the vertical door profiles to be reinforced with 40x20 mm M.S. rectangular tube of 0.8 mm, including providing EPDM rubber gasket weather seal throughout the frame, including jointing 5 mm PVC frame strip with PVC solvent cement on the back of the profile. The door frame to be fixed to the wall using 8x100 mm long anchor fasteners complete, all as per manufacturer's specification and direction of Engineer-in--charge.
3.36
-
-
SEPTIC TANK 2.8.1 : Earth work in excavation by mechanical means (Hydraulic 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 up to 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
13.28
-
-
4.1.8 : Providing and laying in 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 : 8 graded stone aggregate 40 nominal size)
1.1
-
-
50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
3.48
-
-
5.1.2 : Providing and laying in position 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 :3 graded stone aggregate 20 mm nominal size
1.24
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
7.54
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
124
-
-
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
35
-
-
GROUND WATER TANK (Inside Size 8.00Mx3.5x2.35),OVERHEAD TANK (Inside Size 3.50x3.5x2.35) and Pump House 2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
120
-
-
2.8.1 : Earth work in excavation by mechanical means (Hydraulic 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 up to 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
46.85
-
-
4.1.8 : Providing and laying in 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 : 8 graded stone aggregate 40 nominal size)
9.34
-
-
2.10.1.2 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including 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:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia
2.25
-
-
4.1.4 : Providing and laying in 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 : 4 graded stone aggregate 40 mm nominal size)
2.25
-
-
5.1.3 : Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
1.98
-
-
5.2.2 : 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
30.38
-
-
5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15sup0/sup landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
12.68
-
-
5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
9.41
-
-
5.9.2 : Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
158.68
-
-
5.9.3 : Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
105.45
-
-
5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
20.82
-
-
5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
30
-
-
5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
4479.04
-
-
50.6.1.5 : Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
3.69
-
-
50.6.3.2 : Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
2.28
-
-
10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing 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
525.54
-
-
10.31 : Providing and fixing angle iron frames for doors, windows and ventilators of mildsteel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall withdash fastener, including fixing of necessary butt hinges and screws and applying apriming coat of approved steel primer, all complete as per the direction of Engineer In charge.
351.2
-
-
od15025/2020_2021 : Providing and fixing Galvalume sheets ( Supply of pre painted Alu- Zinc alloy coated steel sheets ( 55% Aluminium, 43% Zinc, 1.6% Silicons)0.50mm thick). Sheet should have protective guard film of 25 micrones minimum to avoid scartches 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 (5.5 x 55mm) 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 etc complete
20.68
-
-
13.1.1 : 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
298.97
-
-
13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
152.78
-
-
13.61.1 : Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
71.53
-
-
13.82.2 : Wall painting with acrylic emulsion paint, 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
244.96
-
-
13.85.3 : Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre
244.96
-
-
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