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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.2 LAccepted-AOC | ₹63.2 L | L1 | Accepted-AOC Lowest amount L1 |
| 2 | L2₹69.1 LRejected-AOC | ₹69.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹76.9 LRejected-AOC | ₹76.9 L | L3 | Rejected-AOC L3 |
| 4 | L4₹78.1 LRejected-Finance | ₹78.1 L | L4 | Rejected-Finance L4 |
| 5 | L5₹86.1 LRejected-Finance | ₹86.1 L | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | HASEEB JAN L1 | N. T. POULOSE L6 | IJAS C L2 | P.O.ANTONY L3 | SHAHEEN SULAIMAN L5 | AHAMMAD KABEER P H L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00civil works | |||||||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 2,472.45 | sqm | 6.32 ₹15,625.85 | 150 ₹3.7 L | 8.3 ₹20,521.29 | 8.2 ₹20,274.05 | 9.27 ₹22,919.57 | 7.81 ₹19,309.80 |
| 1.00 | 15.7.1: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 mud mortar | 1.44 | cum | 496.49 ₹714.95 | 2,000 ₹2,880 | 652.22 ₹939.20 | 728.74 ₹1,049.39 | 728.74 ₹1,049.39 | 613.6 ₹883.58 |
| 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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 12.96 | cum | 175.52 ₹2,274.74 | 300 ₹3,888 | 230.58 ₹2,988.32 | 250 ₹3,240 | 257.63 ₹3,338.88 | 216.92 ₹2,811.28 |
| 1.00 | 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 | 7.2 | cum | 4,399.64 ₹31,677.41 | 7,500 ₹54,000 | 5,779.65 ₹41,613.48 | 6,200 ₹44,640 | 6,457.71 ₹46,495.51 | 5,437.39 ₹39,149.21 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 2.88 | sqm | 263.09 ₹757.70 | 700 ₹2,016 | 345.61 ₹995.36 | 380 ₹1,094.40 | 386.16 ₹1,112.14 | 325.15 ₹936.43 |
| 1.01 | 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 | 69.12 | kilogram | 76.6 ₹5,294.59 | 95 ₹6,566.40 | 100.62 ₹6,954.85 | 108 ₹7,464.96 | 112.43 ₹7,771.16 | 94.67 ₹6,543.59 |
| 1.01 | 5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.86 | cum | 7,146 ₹6,174.14 | 9,500 ₹8,208 | 9,387.45 ₹8,110.76 | 10,300 ₹8,899.20 | 10,488.77 ₹9,062.30 | 8,831.54 ₹7,630.45 |
| 1.01 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 4.22 | cum | 1,059.03 ₹4,468.05 | 6,000 ₹25,314 | 1,391.21 ₹5,869.51 | 1,548 ₹6,531.01 | 1,554.43 ₹6,558.14 | 1,308.83 ₹5,521.95 |
| 1.01 | 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 16.36 | cum | 5,404.68 ₹88,404.35 | 7,500 ₹1.2 L | 7,000 ₹1.1 L | 7,300 ₹1.2 L | 7,932.89 ₹1.3 L | 6,679.49 ₹1.1 L |
Tender Value
₹92.7 L
EMD Value
₹50,000
Closing Date
28 Jan 2026, 11:30 amClosed
Superintending Engineer
O/O The Superintending Engineer , PWD Buildings Central Circle Thrissur
DEPOSIT-Govt Medical College, Thrissur - Development- Implementation of Plan Scheme Minor Works-Renovation Maintenance of Old MBBS Mens Hostel in Govt. Medical college, Thrissur-
2026_PWD_827968_1
PWD/BLDG/TR/13881/2024_5_1_1/1
Open Tender
Civil Works - Buildings
365 days
Medical college
Please refer Tender documents.
12 documents required · 12 mandatory
₹2,760
Yes
₹50,000
Yes
6 Mar 2026
17 Jan 2026
30 Jan 2026
17 Jan 2026
28 Jan 2026
17 Jan 2026
civil works
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
15.7.1: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 mud mortar
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 getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
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
5.1.2:Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size derived from natural sources)
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix)
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
22.5:Providing and laying water proofing treatment in sunken portion of WCs, bathroom etc., by applying cement slurry mixed with water proofing cement compound consisting of applying : a) First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. b) Second layer of slurry of cement @ 0.242 kg /sqm mixed with water proofing cement compound @ 0.126 kg/ sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes preparation of surface, treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
15.23.2:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles above 25 mm and up to 40 mm
OD101853/2024-2025:Providing and laying vitrified floor tiles (double charged/full body-glassed/mat finished of brands Rak/Kajaria/equivalent brands) using spacers if necessary of minimum dimension of tile 600mm and above (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 having 3 mm width with epoxy grout mix 0.7kg of organic coated filler of desired shade (0.1 kg of hardener and 0.2kg of resin per kg) as and when required including filling grouting and finishing complete as per direction of Engineer in charge
OD249829/2025-2026:Providing and laying Vitrified tiles indifferent sizes (double charged/full body-glassed/mat finished of brands Rak/Kajaria/equivalent brands) using spacers if necessary of minimum dimension of tile 600mm and above (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), including grouting the joints with epoxy grout mix 0.7kg of organic coated filler of desired shade (0.1 kg of hardener and 0.2kg of resin per kg) or with white cement & matching pigments etc. complete as per direction of Engineer in charge
11.56.2:Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab of all colour and texture except Black, Cherry/ Ruby Red
9.123:Providing and fixing factory made door frame (single rebate) made out of single piece extruded solid PVC foam profile with homogeneous fine cellular structure having smooth outer integral skin having 62 mm width & 32 mm thickness, frame will be mitred & jointed with self driven self tapping screws of size 38 mm x 4 mm & PVC solvent cement, including fixing the frame to wall with suitable dia & length anchor fastener as per manufacturer's specification and direction of Engineer-in-charge.
9.124.1:Providing and fixing factory made 30 mm thick door shutter made of solid PVC foam profile. The styles & rails shall be of size 75 mm x 30 mm having wall thickness 5 mm. The styles, top & bottom rails shall have one side wall thickness of 15 mm integrally extruded on the hinge side of the profile for better screw holding power. The styles and rails shall be reinforced with M.S. tubes of size 33 mm x 17 mm x 1 mm, painted with primer, all four corners of reinforcement to be welded or sealed. Solid PVC extruded bidding (Push fit type) will be set inside the styles and the rails with a cavity, to receive single piece extruded 5 mm PVC sheet as panel. The styles and rails will be mitred cut and joint with the help of PVC solvent cement & self driven self tapping screws. Single piece extruded solid PVC lock rails of sixe 100mm x 30 mm with wall thickness 5 mm & 15 mm integrally extruded in the middle of the lock rail & fixed with styles with the help of PVC solvent cement & self driven self tapping screws of size 100 mm x 8 mm complete as per manufacturer's specifications and direction of Engineer -in-charge.Non decorative finish
14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand)
50.14.1.1:Removing and refixing door shutters after necessary repairs for easy opening and closing etc complete as per the direction of site Engineer-in-charge.
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
21.1.1.2:Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS : 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminnium snap beading for glazing /paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge.(Glazing, paneling and dash fasteners to be paid for separately): For fixed portionPowder coated aluminium (minimum thickness of powder coating 50 micron)
21.1.2.2:For shutters of doors, windows & ventilators including providing and fixing hinges / pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required (Fittings shall be paid for separately)Powder coated aluminium (minimum thickness of powder coating 50 micron)
OD260656/2025-2026:Proving and fixing 3 mm ACP sheet fixed in Aluminium partition frames with C.P brass/Stainless steel screws, EPDM rubber/ neoprene gasket etc. complete as per directions of Engineer- in charge.
OD101255/2024-2025:Providing and fixing Stainless steel wire mesh for Mosquito net door,window,ventilator shutters and partitions etc with EPDM rubber/neoprene gasket etc.complete as per the architectural drawings and the directions of Engineer-in-charge (cost of aluminium snap beading shall be paid in basic item):with stainless steel wire mesh for Mosquito net.
21.3.1:Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer - in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm)
15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below
9.48.2: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 openings/ wooden frames with rawl plugs screws etc
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
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
OD101256/2024-2025:Supplying fixing 15 mm dia or nearest size C.P long body tap.
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
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.
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
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.
18.22.2:Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet:150 mm diameter
50.17.1.3:Supplying and fixing CP Towel rod 60cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge.
OD101257/2024-2025:supplying and fixing 15mm CP angle cock best quality as per the direction of engineering incharge
OD101258/2024-2025:Supplying and fixing 110mm PVC floor trap best quality
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
50.18.7.4.1: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
50.18.9.17.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clip 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 6 Kgf/cm2 - External work - Exposed on wall
50.18.9.9.1: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.110 mm dia 6Kgf/cm2
50.18.9.10.1: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. 150 mm dia 6 Kgf/cm2
OD101259/2024-2025:Supplying and fixing 40mm brass float valve ISI marked best quality
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
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
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.
12.4.2:Providing ridges or hips width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete.0.63 mm thick with zinc coating not less than 275 gm/m2
14.75A:Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre) (if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account)
OD260506/2025-2026:Cleaning the terrace/sheet roofing / shades at all level including uprooting the small bushes and tree saplings, disposal of rubbish, cost of labour, hire charges of rope and pully etc, without making any damages to structures etc complete.
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD102108/2024-2025:Providing and fixing UPVC Rain water gutter of 6" size to the galvanized sheet roofing to collect rain water firmly fixed to the truss member with all fittings to suit collect rain water such as center drop, end drop, joint, M S clamp, end cap etc complete.
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.
OD260604/2025-2026:Supplying and laying interlocking tile 80 mm or nearest size thickness, minimum strength M 30 including providing a layer of 6 mm aggregate for 5 cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc.; complete
OD260605/2025-2026:Flooring with Designer tiles for external use in CM 1:3 and pointing with coloured cement including all cost of materials labour charges conveyance etc.. complete
OD261827/2025-2026:Engaging wood cutter
OD261833/2025-2026:Engaging Coolie
OD101260/2024-2025:Fitter (grade1)
OD101262/2024-2025:Engaging carpenter
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