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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹74.8 LAccepted-AOC | ₹74.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹75.1 LRejected-AOC | ₹75.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹78.0 LRejected-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | ₹78.0 L | L3 | Rejected-AOC L3 |
| 4 | L4₹81.2 LRejected-AOC | ₹81.2 L | L4 | Rejected-AOC L4 |
| 5 | L5₹83.1 LRejected-AOC | ₹83.1 L | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | M.V.SAKKEER HUSSAIN L2 | VISHNUJITH.M L3 | P P ABDUL NAZIR L7 | MOHANDAS P L6 | PRAVEEN S L4 | RIYAS MON P. L5 | ABDUL HAMEED AC L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||||||
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil | 163.92 | cum | 200 ₹32,784 | 203.98 ₹33,436.40 | 233 ₹38,193.36 | 221 ₹36,226.32 | 212 ₹34,751.04 | 217.17 ₹35,598.51 | 195 ₹31,964.40 |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 38.22 | cum | 100 ₹3,822 | 101.39 ₹3,875.13 | 109 ₹4,165.98 | 109 ₹4,165.98 | 105 ₹4,013.10 | 107.94 ₹4,125.47 | 96 ₹3,669.12 |
| 1.00 | OD313218/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc. complete as per direction of Departmental officers at site | 9.96 | cum | 3,000 ₹29,892 | 3,135.18 ₹31,238.93 | 3,416 ₹34,037.02 | 3,416 ₹34,037.02 | 3,269 ₹32,572.32 | 3,337.87 ₹33,258.54 | 3,007 ₹29,961.75 |
| 1.00 | 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) | 8.97 | cum | 6,500 ₹58,285.50 | 6,866.56 ₹61,572.44 | 7,482 ₹67,091.09 | 7,482 ₹67,091.09 | 7,160 ₹64,203.72 | 7,310.48 ₹65,553.07 | 6,587 ₹59,065.63 |
| 1.00 | 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) | 21.34 | cum | 6,250 ₹1.3 L | 6,494.98 ₹1.4 L | 7,350 ₹1.6 L | 7,100 ₹1.5 L | 6,772 ₹1.4 L | 6,914.89 ₹1.5 L | 6,230 ₹1.3 L |
| 1.01 | 4.1.5: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 20 mm nominal size) | 3.54 | cum | 6,700 ₹23,738.10 | 7,021.71 ₹24,877.92 | 7,777 ₹27,553.91 | 7,650 ₹27,103.95 | 7,321 ₹25,938.30 | 7,475.67 ₹26,486.30 | 6,735 ₹23,862.11 |
| 1.01 | 4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size) | 1.65 | cum | 9,000 ₹14,850 | 9,002.77 ₹14,854.57 | 9,809 ₹16,184.85 | 9,809 ₹16,184.85 | 9,387 ₹15,488.55 | 9,584.8 ₹15,814.92 | 8,636 ₹14,249.40 |
| 1.01 | OD128541/2024-2025: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 cement used as per mix design is not payable but less cement used as per design mix is recoverable. All works upto plinth level | 46.49 | cum | 8,600 ₹4.0 L | 8,971.66 ₹4.2 L | 9,800 ₹4.6 L | 9,800 ₹4.6 L | 9,355 ₹4.3 L | 9,551.68 ₹4.4 L | 8,600 ₹4.0 L |
| 1.01 | OD128542/2024-2025: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 cement used as per mix design is not payable but less cement used as per design mix is recoverable. All work above plinth level upto floor V level | 90.21 | cum | 10,000 ₹9.0 L | 10,546.22 ₹9.5 L | 11,550 ₹10.4 L | 11,550 ₹10.4 L | 10,997 ₹9.9 L | 11,228.04 ₹10.1 L | 10,118 ₹9.1 L |
Tender Value
₹81.4 L
EMD Value
₹50,000
Closing Date
24 Oct 2025, 3:00 pmClosed
Executive Engineer
Office of the Executive Engineer,Buildings Division,Palakkad
GENERALGLPS KUMARANELLURCONSTRUCTION OF SCHOOL BUILDING General Civil Work
2025_PWD_810192_1
PWD/BLDG/10504/2025-2026
Open Tender
Civil Works - Buildings
365 days
PALAKKAD
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
13 Jan 2026
15 Oct 2025
28 Oct 2025
15 Oct 2025
24 Oct 2025
15 Oct 2025
15 Oct 2025 - 24 Oct 2025
Amount
CIVIL WORKS
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil
OD313218/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
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)
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)
4.1.5: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 20 mm nominal size)
4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing:1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 20 mm nominal size)
OD128541/2024-2025: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 cement used as per mix design is not payable but less cement used as per design mix is recoverable. All works upto plinth level
OD128542/2024-2025: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 cement used as per mix design is not payable but less cement used as per design mix is recoverable. All work above plinth level upto floor V level
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation 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.
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
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
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
50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete
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
50.6.1.6: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 above floor two level upto floor five level thickness 20cm and above in : CM 1:6 ( 1 cement : 6 coarse sand sand) etc complete
OD128543/2024-2025:Providing and fixing pressed steel window/ventilator shutters, manufactured from TATA Galvano/ approved equivalent galvanised plain steel sheet of 1.20 mm thickness, panelling with embossed and stiffened sheet of 1.20 mm thickness assembled by welding and applying a coat of approved steel primer after pre-treatment of the surface including all hardwares such as stainless steel hooks and eyes as directed by Engineer-in-charge: 50x25mm for shutter frame.
OD128544/2024-2025:Providing and fixing single leaf pressed steel door shutters, manufactured from TATA Galvano/ approved equivalent galvanised plain steel sheet of 1.20 mm thickness, panelling with embossed and stiffened sheet assembled by welding and applying a coat of approved steel primer after pre-treatment of the surface including all hardwares such as stainless steel aldrops, stainless steel tower bolts and stainless steel handles as directed by Engineer-in-charge: Profile 75x30mm for shutter frame.
OD128545/2024-2025:Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from TATA Galvano/ approved equivalent galvanised plain steel sheet of 1.20 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.25 mm pressed, mild steel welded or rigidly fixed together by mechanical means, including stainless steel butt hinges 125x2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile B- Fixing with adjustable lugs with split end tail to each jamb (including filling the frame with lean concrete)
OD128546/2024-2025:Providing and fixing pressed steel window/ventilator frames, manufactured from TATA Galvano/ approved equivalent galvanised plain steel sheet of 1.20 mm thickness, including stainless steel butt hinges 75x2.5 mm thick with mortar guards, as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge: Profile 82x60mm- Fixing with adjustable lugs with split end tail (including filling the frame with lean concrete)
9.121:Providing and fixing Fiber Glass Reinforced plastic (FRP) Door Frames of cross- section 90 mm x 45 mm having single rebate of 32 mm x 15 mm to receive shutter of 30 mm thickness. The laminated shall be moulded with fire resistant grade unsaturated polyester resin and chopped mat. Door frame laminate shall be 2 mm thick and shall be filled with suitable wooden block in all the three legs. The frame shall be covered with fiber glass from all sides. M.S. stay shall be provided at the bottom to steady the frame.
9.122.1:Providing and fixing to existing door frames.30 mm thick Glas Fibre Reinforced Plastic (FRP) panelled door shutter of required colour and approved brand and manufacture, made with fire - retardant grade unsaturated polyester resin, moulded to 3 mm thick FRP laminate for forming hollow rails and styles, with wooden frame and suitable blocks of seasoned wood inside at required places for fixing of fittings, cast monolithically with 5 mm thick FRP laminate for panels conforming to IS : 14856, including fixing to frames.
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
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
13.46.1:Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
OD305452/2024-2025:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications excluding appropriate priming coat, preparation of surface, etc. complete. On steel work
10.28:Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
OD312742/2024-2025: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), excluding grouting the joints with white cement and matching pigments etc., complete. Size of Tile 600 x 600 mm. (deduction for cement grouting added in sub data)
OD312743/2024-2025:Providing and laying Vitrified tiles indifferent sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand), excluding grouting the joint with white cement & matching pigments etc. complete. Size of Tile 600x600 mm (deduction for cement grouting added in sub data)
OD312734/2024-2025:Providing and laying vitrified wall 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 over 12mm thick cement mortar 1:3(1 cement : 3 coarse sand), excluding grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. (deduction for avoiding cement grouting added in sub data). (Data derived from spec 11.46.2)
OD312735/2024-2025:Providing and laying vitrified matte finish 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), excluding grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm. (deduction for avoiding cement grouting added in sub data) (Data derived from spec 11.41.2)
11.48.2:Grouting the joints of flooring tiles having joints of 3 mm width, using epoxy grout mix 0.70 kg of organic coated filler of desired shade (0.10 kg of hardener and 0.20 kg of resin per kg). including filling /grouting and finishing complete as per direction of Engineer-in-charge.Size of Tile 600x600 mm
11.20.1: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).Light shade pigment using white cement
16.90:Providing and laying tactile tile (for vision impaired persons as per standards) of size 300x300x9.8mm having with water absorption less than 0.5% and conforming to IS: 15622 of approved make in all colours and shades in for outdoor floors such as footpath, court yard, multi modals location etc., laid on 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) in all shapes & patterns including grouting the joints with white cement mixed with matching pigments etc. complete as per direction of Engineer-in-Charge.
OD128548/2024-2025:Supplying and fixing Green board of size 2400x1200mm including all cost, conveyance and labor charge etc. as per the direction of Engineer in charge.
OD128549/2024-2025:Drawing cartoon pictures on walls with acrylic emulsion paint of approved brand and manufacture to complete the design as approved by the Engineer in charge. On new work
50.10.2:Steel work for purlin/single section with G I pipes 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
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) 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.
12.51.1:Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)
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
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 550x 400 mm with single 15 mm C.P. brass pillar tap
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.
18.54.3:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 165 mm long, weighing not less than 110 gms
18.58.1.2:Providing and fixing PTMT grating of approved quality and colour. Circular type125 mm nominal dia with 25 mm waste hole
18.63:Providing and fixing PTMT angle stop cock 15 mm nominal bore, weighing not less than 85 gms
18.9.3:Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings. This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching , refilling & testing of joints complete as per direction of Engineer- in-Charge. External work25 mm nominal outer dia pipes
50.18.7.3.2: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 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall
50.18.7.4.2: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 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall
50.18.7.5.2: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 40 mm dia 6Kgf/cm2 - Internal work - Exposed on wall
50.18.7.6.2: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 50 mm dia 6 Kgf/cm2 - Internal work- Exposed on wall
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
50.18.8.5.2: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. 40 mm pipe 6Kgf/cm2
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
50.18.8.8.2: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 the direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75 mm pipe 4 kgf/cm2
50.18.8.9.1: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 chased and making good the wall etc. 110 mm pipe 6kgf/cm2
50.18.9.17.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips 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 63 mm dia 4 Kgf/cm2- External work - exposed on wall
18.48A: Providing and fixing rectangular high density polyethylene water storage loft tank with cover, conforming to ISI : 12701, colour of opaque white or as approved by Engineer-in-charge. The rate includes making necessary holes for inlet, outlet & over flow pipes. The base support i/c fittings & fixtures for tank shall be paid separately.
50.18.9.20.2:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement -63 dia 45 degree Elbow
50.18.9.20.5:Providing and fixing PVC moulded fittings/accessories for Rigid PVC pipes including jointing with PVC solvent cement - 63x63x63 mm dia Tee
OD128550/2024-2025:Providing and fixing stainless steel (Grade 304) 3D letters of 18 gauge, 12 to 20 mm projection and of different heights, including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose number and height of letters shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)
6.47:Providing and laying autoclaved aerated cement blocks masonry with 150mm/ 230mm/300 mm thick AAC blocks in super structure above plinth level up to floor V level with RCC band at sill level and lintel level with approved block laying polymer modified adhesive mortar all complete as per direction of Engineer-in-Charge. (The payment of RCC band and reinforcement shall be made for seperately).
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.
OD128551/2024-2025:Providing and fixing superior quality terracotta jali 60 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 White cement : 2 stone dust) with an admixture of pigment, matching the terracotta shade, all complete as per the direction of Engineer in charge.
OD128552/2024-2025:Providing and fixing PVC Septic Tank - 25 to below 35 flush capacity along with a precast cement concrete soak pit of 0.75 m diameter and 0.60 m in height, 1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) reinforced with 1.6 mm dia mild steel wire of 5 cm thickness, complete, all as per the direction of Engineer in-charge.
OD128553/2024-2025:Providing and fixing Defect Liability Period Board using Aluminium Composite Panel of 90cmx60cmx4mm thickness of approved design including HD Vinyl print sticker including fixing on the wall with SS screws all complete as per the direction of Engineer in charge.
OD128554/2024-2025: Providing and fixing half cut Rectangular PVC pipes for rainwater collection from Aluminium roofing. Including jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 160 mm dia 4 Kgf/cm2 - External work - Exposed on wall
OD312807/2024-2025:Supplying and fixing in correct lines and levels granite stone of any size including engraving letters, painting the same with golden paint, fixing on the wall, board work etc. complete as per standard specifications and the direction of Engineer in-charge.
M.V.SAKKEER HUSSAIN (BID ID -2404048)
VISHNUJITH.M (BID ID -2404286)
PRAVEEN S (BID ID -2406823)
RIYAS MON P. (BID ID -2398811)
MOHANDAS P (BID ID -2407118)
P P ABDUL NAZIR (BID ID -2407393)
Bidder Name
MOHANDAS P
M.V.SAKKEER HUSSAIN
PRAVEEN S
RIYAS MON P.
VISHNUJITH.M
P P ABDUL NAZIR
ABDUL HAMEED AC
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