Harbour Engineering Department Tender
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Costs
EMD
₹ 50,000Document Cost
₹ 2,760Tender Fee
Refer Documents
Summary
Deposit-tourism Work - Maintenance And Beautification Of Blue Flag Beach At Kappad- General Civil Work-1
Description
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Contact
Tender Id
2024_HED_687285_1Bid Award Id
ViewTender No
HED/CEHED/TR/1028/2023_5_2_1/1Tender Authority
Harbour Engineering Department ViewPurchaser Address
-Website
http://etenders.kerala.gov.in
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Documents
BOQ Items
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)
20.02
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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)
1.8
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5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
9.38
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5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
60
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-
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
703.13
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-
8.2.2.1: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 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 to edges to give high gloss finish etc. complete at all levels.
Granite of any colour and shadeArea of slab upto 0.50 sqm
80
-
-
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
105
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-
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
120
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13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
50
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13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm
50
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13.48.1:Finishing with Deluxe Multi surface paint system 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
84
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OD3670/2023-2024: Engaging Mason (for Ornamental stone work) Ist class or making artistic work as per directions of departmental officers at site
8
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OD3669/2023-2024: Engaging Cooli For making artistic work as per directions of departmental officers at site
5
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OD3671/2023-2024:Filling with Quarry Waste Filling up low lying and water logged areas with local material/ quarry waste, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
49
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Bamboo Fencing in front of Beach
-
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OD3110/2024-2025: Supplying and Fixing Bamboo fence using scientifically treated, segregated and cured bamboos as per the Drawings and specification Pillers of fence using full round bamboos (B. balcooa) of diameter 8 to 10 cm and railings using full round bamboos (D. stocksii) of diameter 3 to 5 cm including material cost transportation labour charge and all other charges base piller concrete etc Screws, fasteners and joineries in GI. Polish and final finish using clear mat polish.
300
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OD7178/2023-2024: Supplying and Fixing Three layer bamboo shingles roofing using scientifically treated, segregated and cured bamboo. Roofing bottom layer using flattened bamboo, middle layer water proofing membrane. Top, final layer bamboo shingles using. Polish and final finish using clear mat polish. Charges including material labour transportation and all other charges etc
150
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OD2807/2024-2025:Bamboo paneling with 12 mm bamboo ply: Providing and fixing bamboo ply using SS screws nuts and bolts to the existing bamboo frames / steel frames . clear coat painting will be applied
39.01
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OD2808/2024-2025:Roofing ( straw bale ) :Roofing will be done with bamboo ply 6mm and over the ply , tarpaulin sheet and straw bale roof. the straw bale will be fixed using bamboo strips. Fixing of bamboo ply using SS Screws nuts and bolts to the existing bamboo frames/ steel frames
19.52
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OD2813/2024-2025:Paneling with bamboo mat: Providing and fixing of bamboo mat using SS screws nuts and bolts for side covering to the existing bamboo frame / steel frame. clear coat painting will be applied
55
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OD2815/2024-2025:Bamboo walkway Ramp : Providing and fixing of bamboo walkway using treated bamboo parallel strips and fixing using SS Screws nuts and bolts to the existing bamboo frame / steel frame . clear coat will be applied
27
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OD3055/2024-2025:Finishing the bamboo components using Cadnol Varnish for interiors and exteriors as per manufacturers specifications: approved brand and manufacture
155
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Electrical Room /Solid Waste Management Plant, Building Sheet Maintenance and Painting-Room
-
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15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
600
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-
15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
189
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-
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow 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
600
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-
10.15.2:Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular /L-Type sections, made of 1.60 mm thick M.S. Sheet,joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.Fixing with carbon steel galvanised dash fastener of required dia and size ( to be paid for separately)
170
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-
9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
200
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-
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
160
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OD7037/2023-2024:Roofing with Aluminium trafford profile sheet powder coated approved colour, ( having thickness not below 0.465mm ) fixing using stainless steel self drilling type high tensile strength screws with matching colour caps over fastner head, fibre washers and silicon water proofing sealant with necessary over laps at ends including cost and conveyance of all materials, labour charges etc. complete
320
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-
Rain Shelter Truss Maintenance and Painting
-
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15.18:Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
165.15
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-
15.28.1:Dismantling roofing including ridges, hips, velleys and gutters etc., and stacking the material within 50 metres lead of :G.S. Sheet
50
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-
50.10.1:Steel work in built up G I tubular ( round, square or rectangular hollow 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
280
-
-
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
90
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-
OD7039/2023-2024:Roofing with Aluminium trafford profile sheet powder coated approved colour, ( having thickness not below 0.465mm ) fixing using stainless steel self drilling type high tensile strength screws with matching colour caps over fastner head, fibre washers and silicon water proofing sealant with necessary over laps at ends including cost and conveyance of all materials, labour charges etc. complete
50
-
-
8.2.2.1: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 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 to edges to give high gloss finish etc. complete at all levels.
Granite of any colour and shadeArea of slab upto 0.50 sqm
9
-
-
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
32
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-
OD3056/2024-2025: Engaging Cooli For making artistic work at the entrance as per theme shown on drawing and as per directions of departmental officers at site
4
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-
OD3057/2024-2025: Engaging Mason (for Ornamental stone work) Ist class or making artistic work at the entrance as per theme shown on drawing and as per directions of departmental officers at site
4
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-
Open Gym Equipment Purchase
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OD7048/2023-2024:Air Walker - Supply and Installation of Air Walker having the following specifications: Dimensions: (L X W X H) 1190 x 380 x 1244 mm. Main Frame- Ø 88 mm OD “B” class GI pipe dually bending design. Foundation plate –M.S. round plate of Ø 250 mm & 8 mm thick. Paddle– Ø 42 mm OD round GI pipe. Handle – Ø 33 mm OD “B” class GI pipe. Footrest - cast iron 124 x 296 x 5 mm thick and M.S. plate of 2 mm thick use to support it. Top Closing cap – dome shape made by PP / NYLON / HDPE material. Closing cap’s PP / NYLON / HDPE material. Bracket - 8 mm thick laser profile is use to support paddle frame. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Bearing- use is 6005 permanent lubricated reputed brands. Pin’s – Ø 25mm M.S. bright bar pin. Circlips– A 24 circlips are used for assembly. Bearing bushes -Ø 60 mm OD seamless pipe. Coating - best quality of powder coating 80-120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be robotic welded and zinc primer paint should be applied at all the welding points prior to finishing.
1
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OD7049/2023-2024:Leg Press (Double) - specifications: Dimensions: (L X W X H) = 1676 x 400 x1500 mm. Main frame - Ø 114 mm OD “B” class GI pipe. Foundation plate – M.S. round plate of Ø 250 mm & 8 mm thick. Foundations cover cap - dome shape of PP / NYLON / HDPE material. Link - is Ø 60 mm OD “B” Class GI pipe. Seat frame - Ø 42 mm OD “B” Class GI pipe. Leg Press back rest should be angled in 120 -130 degree. Foot rest - cast iron 124 x 296 x 5 mm thick and M.S plate of 2 mm thick use to support it. Seat & back rest 380 x 275 x 60 mm thick high-density polyethylene (HDPE) blow molded with M10 integrated wall thickness 3 to 4 mm. Link connected with frame by 8 mm thick laser cutting MS profile. Top Closing cap – dome shape made by PP / NYLON / HDPE material. Closing cap’s- PP / NYLON / HDPE material. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded at top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Bearing- use is 6005 permanent lubricated reputed brand. Pin– Ø 25 mm M.S. bright bar pin. Bearing bushes - Ø 60 mm OD seamless pipe. Circlip– A 24 circlips are used for assembly. Coating - best quality of powder coating 80 -120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be robotic welded and zinc primer paint should be applied at all the welding points prior to finishing.
1
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OD7051/2023-2024:Triple Twister - Supply and Installation of Triple Twister (Standing position - 2 and Seating position - 1) having the following specifications: Dimensions: (L X W X H) 1500 x 1500 x 1420 mm. Main frame – Ø 114 mm OD “B” class GI pipe. Foundation plate – M.S. round plate of Ø 250 mm & 8 mm thick. Seat plate support – Ø 60 mm OD “B” Class G.I Pipe. Seating ring - Ø 33 mm OD “B” Class G.I Pipe made by rolling. Seating ring support - Ø 33 mm OD “B” Class G.I Pipe. Remaining frame – Is made by 100 x 50 x 2.5 mm rectangular pipe. Standing plate- Ø 300 mm OD X 10 mm thick M.S. plate. Seating plate- Ø 300 mm OD X 10 mm thick M.S. plate. Seating seat position and other two standing position plates are fixed 120 degrees each from other. Handle – Ø 33 mm “B” Class G.I. Pipe made by rolling. Top Closing cap – Dome shape made by PP / NYLON / HDPE material. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Bearing - Used is 6005 permanent lubricated reputed brand. Bearing bushes - Ø 60 mm OD seamless pipe. Pin – Made up of Ø 25mm M.S. bright bar. Circlips– A 24 circlips are used for assembly. Coating - best quality of powder coating 80 -120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be robotic welded and zinc primer paint should be applied at all the welding points prior to finishing.
1
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OD2634/2024-2025:Rower - Supply and Installation of Rower having the following specifications: Dimensions: (L X W X H) = 1472 x 915 x 1040 mm. Upper and bottom pipes - Ø 88 mm OD “B” Class GI pipe. Foundation plate –M.S. round plate of Ø 250 mm & 8 mm thick. Handle - Ø 33 mm OD “B” Class G.I pipe. Angle between handle and horizontal surface is 75 - 80 degree. Linkages – Ø 48 mm OD “B” Class G.I. pipe. Seat & back rest – 380 x 275 x 60mm thick high-density polyethylene (HDPE) blow molded with M10 integrated wall thickness 3 to 4 mm. Foot resting pipe - Ø 60 mm OD “B” Class G.I. pipe. End Closing cap – dome shape made by PP / NYLON / HDPE material. Closing caps – PP / NYLON / HDPE material. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø250 mm & 8mm thickness is welded at top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Pin – Ø 25 mm M.S. bright bar pin. Circlips– A 24 circlips are used for assembly. Bearing bushes - Ø 60 mm OD seamless pipe / Bar. Bearing- use is 6005 permanent lubricated reputed brands. Grips – high quality rubber 46 mm OD. Coating best quality of powder coating 80 -120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be robotic welded and zinc primer paint should be applied at all the welding points prior to finishing.
1
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OD2637/2024-2025:Back Extension - Supply and Installation of Back Extension having the following specifications: Dimensions: (L X W X H) 1060 x 730 x 990 mm. Main frame - Made from Ø 88 mm OD “B” Class G.I. pipe. Foundation plate – M.S. round plate of Ø 250 mm & 8 mm thick. Leg Support - Ø 42 mm OD “B” G.I Pipe. Seat rest pipe – Ø 42 mm OD “B” Class G.I Pipe. Handle pipe – Ø 33 mm OD “B” Class G.I Pipe. Footrest - Cast iron 124 x 296 x 5 mm thick and M.S plate of 3 mm thick used to support it. Footrest pipe – Ø 42 mm OD “B” Class G.I Pipe and 80 x 40 mm MS rectangular pipe. Closing cap – PP / NYLON / HDPE material. Seat – 360 x 300 x 2 mm thick M.S. seat with corner fillet for safety. Grips - High quality rubber Ø 46 mm OD. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Coating - best quality of powder coating 80-120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be robotic welded and zinc primer paint should be applied at all the welding points prior to finishing.
1
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OD2794/2024-2025::Push-up Bar and Dip Station - Supply and Installation of Push-up Bar and Dip Station having the following specifications: Providing and fixing Push Up Bar made from G.I. pipe. Dimensions: (L X W X H) 1220 x 530 x 1500 mm. Main frame - Ø 88 mm OD “B” class GI pipe. Leg & Hand Support - Ø 33 mm OD “B” class GI pipe. Foundation plate – M.S. round plate of Ø 250 mm & 8 mm thick. Top Closing cap – Dome shape made by PP / NYLON / HDPE material. Closing cap’s- Plastic molded. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Coating - best quality of powder coating 80 - 120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be robotic welded and zinc primer paint should be applied at all the welding points prior to finishing.
1
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OD3111/2024-2025::Shoulder Builder (Double) - Supply and Installation of Shoulder Builder having the following specifications: Dimensions: (L X W X H) 890 x 558 x 1500 mm. Main frame - Made from Ø 114 mm OD “B” Class G.I. pipe. Foundation plate –M.S. round plate of Ø 250 mm & 8 mm thick. Foundation cover cap - dome shape of PP / NYLON / HDPE material. Shoulder ring pipe - Ø 33 mm OD “B” Class G.I Pipe. Shoulder ring pipe support – Ø 25 mm OD “B” Class G.I Pipe. Nylon knob with Bearing – Is fixed on shoulder ring pipe for rotating purpose (2 set to be fixed in a position for kids and adults). Top Closing cap’s- PP / NYLON / HDPE material. Closing cap – PP / NYLON / HDPE material. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded at top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Bearing - Use is 6005 permanent lubricated reputed brands. Pin – Ø 25 mm M.S. bright bar pin. Foundation plate – M.S. round plate of Ø 250 mm & 8 mm thick.<br>Bearing bushes - Ø 60 mm OD seamless pipe. Circlips – A 24 circlips are used for assembly. Coating - best quality of powder coating 80 -120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be robotic welded and zinc primer paint should be applied at all the welding points prior to finishing.
1
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OD3112/2024-2025:Chest Press (Double) - Supply and Installation of Double Chest Press having the following specifications: Dimensions: (L X W X H) 1955 x 710 x 1900 mm. Main center pipe - Ø 114 mm OD “B” class GI pipe. Foundation plate –M.S. round plate of Ø 250mm & 8 mm thick. Foundations cover capdome shape of PP / NYLON / HDPE material. Remaining frame - made up of Ø 48 mm OD “B” Class G.I. pipe. Handle - Made up of Ø48mm OD “B” Class G.I. pipe. Link - made up of Ø 48 mm OD “B” Class G.I. pipe. Seat & back rest – 380 X 275 X 60 mm thick high-density polyethylene (HDPE) blow molded with M10 integrated wall thickness 3 to 4 mm. Bearing bush Closing cap’s– PP / NYLON / HDPE material. Handle must be connected with frame by 8 MM laser cutting MS profile. Top Closing cap – dome shape made by PP / NYLON / HDPE material. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Bearing - Use is 6005 permanent lubricated reputed brands. Pin – Made up of Ø 25 mm M.S. bright bar pin. Bearing bushes - Ø 60 mm OD seamless pipe. Grips - High quality rubber Ø 46 mm OD. Circlips–A 24 circlips are used for assembly. Coating - best quality of powder coating 80-120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be robotic welded and zinc primerpaint should be applied at all the welding points prior to finishing.
1
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OD3114/2024-2025:Pull Up Station - Supply and Installation of Pull Up Station having the following specifications: Product Area : 1.4m x 1.2m and Safe Play Area : 2.4m x 2.2m having Technical Specifications . Main Frame: The main frame of Pull Up Station are vertical post of 80NB GI Pipe connected with each other by G.I Sheet and M.S flats with G.I. plating acts as a main frame of Product. Vertical Supports: Vertical pipes are supported on base plates of 100x10 M.S. flat with G.I plating. 25 NB G.I pipes are used for foot rest. Two rectangle pipes of 50x25 areused for resting forearms. Vertical Supports: Vertical pipes are supported on base plates of 100x10 M.S. flat with G.I plating. 25 NB G.I pipes are used for foot rest. Two rectangle pipes of 50x25 are used for resting forearms. Pipes: All metal pipes are Hot Dipped Galvanized Pipes conforming to IS 1239 (Part 1) with GI thickness of 60micron. Pipe Materials or Class: Medium Duty ('B' Class) or Heavy Duty ('C' Class) Series of pipes only.Wall thickness of pipe varies according to class/series of pipe used Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Bearing - Use is 6005 permanent lubricated reputed brands. Pin – Made up of Ø 25 mm M.S. bright bar pin. Bearing bushes - Ø 60 mm OD seamless pipe. Grips - High quality rubber Ø 46 mm OD. Circlips–A 24 circlips are used for assembly. Coating - best quality of powder coating 80-120 micron. Safety Instructions and Exercise chart - start & finish position stick on product. All joints must be robotic welded and zinc primer paint should be applied at all the welding points prior to finishing.
1
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OD3115/2024-2025:Single Bar - Supply and Installation of Single Bar having the following specifications: Dimensions: (L X W X H) 3550 x 2590 mm. Main frame - made from Ø 48 mm OD “B” Class G.I. pipe. Frame of Single Bar – Ø 33 mm OD “B” Class G.I. pipe. Foundation plate – M.S. round plate of Ø 250 mm & 8 mm thick. Top Closing cap’s - Decent Design Size PP / HDPE / MS. Material. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Coating - best quality of powder coating 80-120 micron. Safety Instructions and Exercise chart – Made from Aluminum / stainless-steel stick-on product. All joints must be robotic welded and zinc primer paint should be applied at all the welding points prior to finishing.
1
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OD3116/2024-2025:Doubble Parallel Bar - Supply and Installation of Doubble Parallel having the following specifications: Dimensions: (L X W X H) 3550 x 2590 mm. Main frame - made from Ø 48 mm OD “B” Class G.I. pipe. Frame of Doubble Parallel Bar – Ø 33 mm OD “B” Class G.I. pipe. Foundation plate – M.S. round plate of Ø 250 mm & 8 mm thick. Top Closing cap’s - Decent Design Size PP / HDPE / MS. Material. Foundation stool: Made from main pipe Ø 88 mm OD M.S pipe and top support of M.S. round plate of Ø 250 mm & 8 mm thickness is welded top. Square tube of 30 x 30 x 2 mm must be used to support center pipe. Height of stool is 3 ft. Foundation stool is embedded in C.C. stock below ground level. Coating - best quality of powder coating 80-120 micron. Safety Instructions and Exercise chart – Made from Aluminum / stainless-steel stick-on product. All joints must be robotic welded and zinc primer paint should be applied at all the welding points prior to finishing.
1
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Main Gate Floor Relaying and Land Scaping
-
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30.2.2:Supplying and stacking of good earth at site including royalty and carriage upto 5 k.m. lead complete (earth measured in stacks will be reduced by 20% for payment).
50
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30.2.8:Spreading of sludge, dump manure and/or good earth in required thickness as per direction of officer-in-charge (cost of sludge, dump manure and/ or good earth to be paid separately).
50
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30.2.10.1:Grassing with selection No. 1 grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including supplying good earth, if needed (the grass and good earth shall be paid for separately).In rows 5 cm apart in both directions
132
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30.2.12:Uprooting rank vegetation and weeds by digging the area to a depth of 60 cm, removing all weeds and other growth with roots by forking repeatedly, breaking clods, rough dressing, flooding with water, uprooting fresh growths after 10 to 15 days and then fine dressing for planting new grass, including disposal of all rubbish with all leads and lifts.
60
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30.2.19.1:Edging with bricks laid dry length wise, including required excavation, refilling, consolidating with hand packing and spreading surplus earth neatly within a lead of 50 m :Common burnt clay F.P.S. (non modular) bricks of class designation 7.5
50
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30.2.50:Providing & fixing of White River (Stone) Pables size of 2" to 2.50" dia in natural colour at site of work including loading, unloading, carriage and all taxes paid etc.and as per direction of officer in charge.
7.5
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30.2.58:Providing and fixing of Tuflex Garden fencing Hexagonal net/or equivalent of green colour having contents Weight grams/sqm. 510 (+/- 8%) in width of 60 cm. with bamboo of 90 cm. length and 18-20 girth. The bamboo should be painted with green colour paint of approved brand and manufacture two or more coats and fixed 30 cm. below ground level and 60 cm. above ground level at a distance of 1.50 mtrs. The net and bamboo should be binded with 2 mm. G.I. Wire at equal distance of three places in each bamboo complete and as per direction of Engineer-in-charge.
120
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OD6948/2023-2024: Engaging Cooli For making artistic work at the harbour entrance as per theme shown on drawing and as per directions of departmental officers at site
10
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OD6949/2023-2024: Engaging Mason (for Ornamental stone work) Ist class or making artistic work at the harbour entrance as per theme shown on drawing and as per directions of departmental officers at site
8
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11.20.4:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Ordinary cement without any pigment
175
-
-
4.1.6:Providing and laying in 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 : 6 graded stone aggregate 40 mm nominal size)
5
-
-
11.27:Kota stone slab 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete.
150
-
-
Relaying of Interlock
-
-
-
16.83:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
200
-
-
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.
200
-
-
16.69:Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature jointed with cement mortar 1:3 ( 1 cement : 3 coarse sand) , including making joints with or without grooves ( thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge ( length of finished kerb edging shall be measured for payment ). ( Precast C.C. kerb stone shall be approved by Engineer-in-Charge)
6
-
-
16.78.1:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With Material conforming to Grade - I ( size range 75 mm to 0.075 mm) having CBR Value- 30
28
-
-
Construction of Clock Room and Raised concrete Platform for Placing Water 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
68.3
-
-
OD3059/2024-2025: 60.64.1 Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete
130
-
-
OD3058/2024-2025:Coconut Pile - Driving down coconut pile to lines and levels through variuos strata including all hire charges and labour and all other appliances necessary for pile driving down after pointing the bottom end . Details for one post of 6m long 15 nos per day 6x15=90m details for 90 m
110
-
-
60.64.6:Cutting and removing the excess length of wooden piles to lines and levels and removing the cut end of piles and stacking within 150m
36
-
-
60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.
18.25
-
-
4.1.6:Providing and laying in 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 : 6 graded stone aggregate 40 mm nominal size)
5.25
-
-
5.33.1:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level
15.31
-
-
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)
10.85
-
-
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
15.14
-
-
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)
2.16
-
-
5.33.2:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level
27.85
-
-
50.6.2.2:Solid 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
13.74
-
-
OD3060/2024-2025::Exposed Laterite masonry of architectural finish using best quality neatly dressed and fine finished hard laterite stone of size 35x20x20cm or nearest size approved by the Engineer-in-charge in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
12.37
-
-
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
27.96
-
-
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
80.35
-
-
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
57.6
-
-
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
116.52
-
-
5.9.16.1:Centering and shuttering including strutting, etc. and removal of form for:
Edges of slabs and breaks in floors and wallsUnder 20 cm wide
100.6
-
-
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
1530.9
-
-
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
3342
-
-
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
83.94
-
-
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
267.96
-
-
9.1.1: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).Second class teak wood
0.17
-
-
9.5.1.1:Providing and fixing panelled or panelled and glazed shutters for shutters for doors, windows and clerestory windows, including ISI marked M.S. pressed butt hinges bright finished of required size with necessery screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer - in-charge.
Second class teak wood35 mm thick shutters
6.79
-
-
9.74.4:Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete:100x10 mm
3
-
-
9.76:Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
3
-
-
9.7.7.1:Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:
Float glass panes4 mm thick glass pane
1.22
-
-
9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
132
-
-
50.9.15.1:Supplying and fixing 200 mm Aluminium aldrop
3
-
-
9.53:Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
6
-
-
9.97.2:Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:250x10 mm
3
-
-
11.41.2:Providing and laying vitrified floor tiles in different sizes (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 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.
54.15
-
-
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
400
-
-
13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm
400
-
-
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
500
-
-
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 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.
10000
-
-
56.1.a:Mobilization including transportation of all necessary plant and equipment's and materials of boring, field testing and sampling and demobilization after completing the work - For machine boring
1
-
-
56.2.a:Setting up boring at each bore hole locations including carrying all necessary plant, equipment and materials of boring and field tests and collection of samples at each bore hole location - For machine boring.
1
-
-
56.3.a.1:Boring with rotary power drilling equipment's in - all types of soil having N value less than 50 excluding hard rock, soft rock or medium rock for strata upto 10m including conducting necessary S.P.T and recovery of undisturbed soil samples at 5m intervals - For ordinary soil.
10
-
-
56.5.a:Boring through all classes of rock excluding hard rocks having N value greater than 50 using tungsten carbide drilling bit - In land
1.5
-
-
56.6:Recovering undisturbed soil samples using thin tube sampler of 75mm.to 100mm length internal dia 500mm length conforming to relevant IS Code at any required depth including clearing the bore hole etc complete.
5
-
-
56.7:Conducting standard penetration test in bore hole at any depth.
5
-
-
56.11.a:Compilation of all field data with recommendation for a suitable foundation after conducting necessary lab test (report in triplicate) - Machine boring for 5 bore holes.
1
-
-
Repair and Painting of Existing Toilet Block
-
-
-
15.3:Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
1.13
-
-
15.7.3: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 lime mortar
5.04
-
-
50.6.1.8:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x15cm 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
4
-
-
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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).
1.86
-
-
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
15
-
-
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
200
-
-
9.143:Providing and fixing factory made uPVC door frame, made of uPVC extruded section, of size 65 mm x 55 mm with wall thickness 2.0 mm (? 0.2mm), corners of the door frame to be mitred cut and jointed with plastic brackets and stainless steel screws, reinforcing hinge side vertical of the frames with PVC profile of Size 28 mm x 30 mm having wall thickness 2 mm ( ? 0.2 mm), including providing & fixing 3 nos of 125 mm long stainless steel hinges to the frame, fixing the frame with jamb with required number & size of anchor dash fastners, all complete as per manufacturer's specification and direction of Engineer-in-charge.
15.6
-
-
9.142.2:35 mm thick factory made Solid panel PVC Door shutter, made out of single piece extruded solid PVC ( ±0.2 mm) thick, having styles & rails (except lock rail ) of size 95 mmx 35 mm x 5 mm, out of which 75 mm shall be flat and 20 mm shall be tapered (on both side), having one side thickness of 15 mm integrally extruded on the hinges side of the profile for better screw holding power, including reinforcing with MS tube of size 40 mm x 20 mm x 1 mm, joints of styles & rails to be mitered cut & joint with the help of PVC solvent cement, self driven self tapping screws & M.S. rectangular pipes bracket of size 190 mm x 100 mm of cross section size 35 mm x 17 mm s 1 mm at each corner. Single piece extruded 5 mm thick solid PVC Lock rail of size 115 mm x 35 mm x 35 mm, out of which 95 mm to be flat and 20 mm to be tapered at both ends, having 15 mm solid core in middle of rail section integrally extruded, fixing the styles & rails with the help of solvent and self driven self tapping screws of 125 mm x 11 mm, including providing 5 mm Single piece solid PVC extruded sheet inserted in the door as panel, all complete as per manufacturer's specification and direction of Engineer-in-charge.Decorative finish (wood grained finish)
5.4
-
-
9.147.5:Providing and fixing factory made uPVC white colour casement/casement cum
fixed glazed windows comprising of uPVC multi-chambered frame, sash and
mullion (where ever required) extruded profiles duly reinforced with 1.60 +/- 0.2
mm thick galvanized mild steel section made from roll forming process of required
length (shape & size according to uPVC profile), uPVC extruded glazing beads of
appropriate dimension, EPDM gasket, stainless steel (SS 304 grade) friction
hinges, zinc alloy (white powder coated) casement handles, G.I fasteners 100 x 8
mm size for fixing frame to finished wall, plastic packers, plastic caps and
necessary stainless steel screws etc. Profile of frame & sash shall be mitred cut
and fusion welded at all corners, mullion (if required) shall be also fusion welded
including drilling of holes for fixing hardware's and drainage of water etc. After
fixing frame the gap between frame and adjacent finished wall shall be filled with
weather proof silicon sealant over backer rod of required size and of approved
quality, all complete as per approved drawing & direction of Engineer-in-Charge.
(Single / double glass panes and silicon sealant shall be paid separately)
Note: For uPVC frame, sash and mullion extruded profiles minus 5% tolerance
in dimension i.e. in depth & width of profile shall be acceptable.Casement window double panels with S.S. friction hinges (350 x 19 x 1.9 mm) made of (big series)frame 67 x 60 mm & sash / mullion 67 x 80 mm both having wall thickness of 2.3 ± 0.2 mm and single glazing bead/ double glazing bead of appropriate dimension. (Area of window above 1.50 sqm).
7
-
-
9.7.7.1:Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured), Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick:
Float glass panes4 mm thick glass pane
7
-
-
9.48.1:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to steel windows by welding
145
-
-
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
50
-
-
11.39:Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS: 15622, of approved make in colours White, Ivory, Grey, fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 cement : 4 Coarse sand), including grouting the joints with white cement and matching pigments etc., complete.
35
-
-
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.
35
-
-
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
80
-
-
13.48.1:Finishing with Deluxe Multi surface paint system 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
280
-
-
17.1.1: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:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
2
-
-
17.3.1:Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level white vitreous china flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :W.C. pan with ISI marked white solid plastic seat and lid
3
-
-
17.4.1:Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:One urinal basin with 5 litre white P.V.C. automatic flushing cistern
5
-
-
17.7.3: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 Wash basin size 550x400 mm with a pair of 15 mm C.P. brass pillar taps
5
-
-
17.31:Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
3
-
-
17.34.1:Providing and fixing toilet paper holder:C.P. brass
3
-
-
17.35.1.1:Providing and fixing soil, waste and vent pipes:
100 mm diaSand cast iron S & S pipe as per IS : 1729
5
-
-
17.35.1.2:Providing and fixing soil, waste and vent pipes:
100 mm diaCentrifugally cast ( spun) iron socket & spigot (S & S ) pipe as per IS : 3989
5
-
-
50.12.2.5:Providing & fixing Poly carbonate multi wall plain sheet 8 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling/ self tapping screw of size ( 5.5x55mm) with EPDM seal complete upto any pitch in horizontal /vertical / curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size and shapes where ever required.
45
-
-
50.14.1.2:Removing and refixing window shutters after necessary repairs for easy opening and closing etc complete as per the direction of site Engineer-in-charge
3
-
-
50.17.1.1:Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
8
-
-
50.17.1.2:Supplying and fixing CP Towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
4
-
-
50.17.1.4:Supplying and fixing CP Health faucet good quality including cost of materials and labour charges etc. complete as per the direction of site engineer-in-charge.
5
-
-
OD7077/2023-2024:Supplying and installing ready made PVC Septic tank of specified size including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge: 35 to 50 flush capacity
1
-
-
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.
500
-
-
Repair and Maintenance of Existing Waterlines
-
-
-
18.15.2:Providing and fixing brass bib cock of approved quality :20 mm nominal bore
15
-
-
18.16.2:Providing and fixing brass stop cock of approved quality :20 mm nominal bore
5
-
-
18.17.1:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
5
-
-
18.18.2:Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:20 mm nominal bore
5
-
-
18.18.3:Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:25 mm nominal bore
3
-
-
18.19.1.1:Providing and fixing gun metal non-return valve of approved quality (screwed end):
25 mm nominal boreHorizontal
3
-
-
18.22.2:Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:150 mm diameter
10
-
-
50.18.7.1.1: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 15mm dia 12kgf/cm2 -Internal work- Exposed on wall
25
-
-
50.18.7.2.1:Providing and fixing PVC pipes, fittings including fixing the pipe with claps at 1.00 metre 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 20 mm dia 12Kgf/cm2 - Internal work - Exposed on wall
30
-
-
50.18.7.3.1: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 25 mm dia 12 Kgf/cm2 - Internal work - Exposed on wall
30
-
-
50.18.7.4.1: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 32 mm dia 10Kgf/cm2- Internal work - Exposed on wall
20
-
-
50.18.8.2.1: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 chased and making good the wall etc. 20 mm pipe 12 Kgf/cm2
40
-
-
50.18.8.4.1: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 10Kgf/cm2
10
-
-
50.18.9.1.2:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 15 mm dia 10Kgf/cm2
60
-
-
50.18.9.2.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints as per direction of Engineer in Charge.20 mm dia 12 Kgf/cm2
125
-
-
50.18.9.3.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge 25 mm dia 12Kfg/cm2
300
-
-
50.18.9.4.2:Providing and fixing PVC pipes includings joints of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 32 mm dia 6 Kgf/cm2
50
-
-
50.18.9.5.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge 40 mm dia 10Kgf/cm2
15
-
-
50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
15
-
-
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
15
-
-
50.18.9.20.3:Providing and fixing PVC moulded fittings /accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Door Elbow
20
-
-
50.18.9.20.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia Bend
10
-
-
50.18.9.20.8:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 63 mm dia End cap
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
5
-
-
Repair Painting Maintenance of Other Buildings
-
-
-
13.48.1:Finishing with Deluxe Multi surface paint system 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
400
-
-
13.48.3:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture
400
-
-
13.48.2:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture
80
-
-
13.45.1:Finishing walls with textured exterior pint of required shade:New work (Two or more coats applied @ 3.28 ltr/ 10 sqm ) over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm
108
-
-
13.69.1:Polishing on wood work with ready mixed wax polish of approved brand and manufacture:New work
40
-
-
OD7080/2023-2024:Providing Name board of size15 feet X 4 feet fish Lighting model or other Lighting model Specified by the Departmental officers at Site using Aluminium composite pannel (ACP)and metal frame for lighting and back covering(box type) also metal frame and ACP box type Board all Charges including Cost of material , Design Charges, Concrete setting Charge, Tranportation etc Complete
2
-
-
OD7081/2023-2024:Providing and Laying heavy duty floor tiles of 1st quality conforming IS 15622, of approved make Laid on 20mm thick cement mortar 1:4 (1 cement And 4 coarse sand ),including pointing thejoints with white cement and matching pigment etc.... complete as per the direction of engineers in charge Details of cost 1 sqm
20
-
-
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
120
-
-
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 (zone-III) : 4 graded stone aggregate 20 mm nominal size)
2.5
-
-
6.1.1:Brick work with common burnt clay F.P.S (non modular) bricks of class designation 7.5 in foundation and plinth in:Cement mortar 1:4 (1 cement : 4 coarse sand)
2.69
-
-
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