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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.9 LAccepted-AOC | ₹21.9 L | L1 | Accepted-AOC First Lowest |
| 2 | L2₹22.7 LRejected-AOC | ₹22.7 L | L2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | N. T. POULOSE L2 | M L SHAJU L1 |
|---|---|---|---|---|---|
| 1.00COMPOUND WALL (APPENDIX A) | |||||
| 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. | 135 | sqm | 150 ₹20,250 | 7.97 ₹1,075.95 |
| 1.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 9.33 | cum | 2,000 ₹18,660 | 2,186.12 ₹20,396.50 |
| 1.00 | 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 | 70.08 | cum | 320 ₹22,424.32 | 309.35 ₹21,678.01 |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 8.82 | cum | 7,450 ₹65,694.10 | 6,822.28 ₹60,158.87 |
| 1.00 | OD18882/2025-2026:Dry Rubble masonry with departmental stone in foundation and plinth including packing to compactness to lines and levels labour charges etc. complete as per department engineers at site | 8.32 | cum | 1,200 ₹9,984 | 1,475.65 ₹12,277.41 |
| 1.01 | OD286007/2025-2026:Dry Rubble masonary with hard stone in foundation and plinth including packing to compactness to lines and levels , cost and conveyance of all materials,labour charges etc. complete as per department engineers at site. | 83.88 | cum | 6,000 ₹5.0 L | 3,434.37 ₹2.9 L |
| 1.01 | 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) | 20.5 | cum | 6,650 ₹1.4 L | 7,175.4 ₹1.5 L |
| 1.01 | 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. | 63 | cum | 220 ₹13,860 | 273.88 ₹17,254.44 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 15.68 | sqm | 650 ₹10,192 | 332.09 ₹5,207.17 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
21 Feb 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer PWD Buildings Division,Thrissur 680020
GENERAL-MLA-ADS 2025-26 Construction of Compound wall and Gate in front of New O P Block building in General Hospital Irinjalakuda under Irinjalakuda Muncipality- work-General Civil Work-1
2026_PWD_834038_1
75/2025-26/EE(B)TSR
Open Tender
Civil Works - Buildings
270 days
Irinjalakuda
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
2 Mar 2026
7 Feb 2026
24 Feb 2026
7 Feb 2026
21 Feb 2026
7 Feb 2026
COMPOUND WALL (APPENDIX A)
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar
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
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)
OD18882/2025-2026:Dry Rubble masonry with departmental stone in foundation and plinth including packing to compactness to lines and levels labour charges etc. complete as per department engineers at site
OD286007/2025-2026:Dry Rubble masonary with hard stone in foundation and plinth including packing to compactness to lines and levels , cost and conveyance of all materials,labour charges etc. complete as per department engineers 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)
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.
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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)
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
5.22.6: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
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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
50.6.2.1:Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete
OD273294/2025-2026: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 20cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete
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
OD50196/2025-2026:Plastering with Cement mortar 1:3 (1 cement : 3 fine sand) 9mm thick plaster finished with a floating coat of neat cement of mix floated hard and trowelled smooth including all labour, material, conveyance charges etc complete.
13.21:Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.
13.33.1:Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand):Flush/ Ruled pointing
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)
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
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
OD50286/2025-2026:Pressed steel windows and ventilators of standard pattern with frame as per profile of section 82x62 embossed sheet shutter 50x20 special channel (reverse and beading) shutter 12mm dia rod 25x5 flat grill with with 3" SS hinge,2" SS hook .5" SS stay & Nsd handle for windows and of section 105x60mm using 18G ((1.25mm thick prime quality TATA's Galvano steel or equivalent ) ) sheet and shutters made of section 75x30cm for outer styles and horizontal members and then inserted with enclosed and stiffned sheet (1.25mm thick prime quality TATA's Galvano steel or equivalent )/Glazed shutters of 4mm thick good quality as per specification with Zincromate primer coat measured in square metre
OD50330/2025-2026: Fixing pressed steel door of standard pattern with frame as per profile of IS 4351 of section 105x60 mm using 18 G ((1.25mm thick prime quality TATA's Galvano steel or equivalent ) ) sheet and shutters made of section 75 x 30 cm for outer styles and horizontal members and then inserted with enclosed and stiffned sheet (1.25mm thick prime quality TATA's Galvano steel or equivalent as per specification with zincromate primer coat measured in sequence metre totally including all charges for fixing handle, aldrop, but hinges etc. complete
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.
11.46.2: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), including grouting the joint with white cement & matching pigments etc. complete.Size of Tile 600x600 mm
8.9.1.2:Stone tile (polished) work for wall lining over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and cement slurry @ 3.3 kg/sqm including pointing in white cement complete.Granite of any colour and shade
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.)
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
OD273288/2025-2026:Supplying and fixing Defect Liability Board for building using Aluminium Composite Panel (ACP) material with a thickness of 4mm and size 120cmx60cm approved colour including HD Vinyl print stick on ACP board throughtout the area. Approved design and colour pattern and size of letter (Matter given by engineer in charge). Board fixing on wall with SS screws, coveyance of material etc are complete as per direction of engineer in charge.
OD273290/2025-2026: Supplying and fixing inaugration black granite stone size 110x80 cm or nearest including engraving letters,all kind of labour charges etc. complete
OD273340/2025-2026:Providing and laying 100 mm thick factory made cement concrete interlocking paver block of M-40 grade made by block making machine with strong vibratory compaction of approved size,design and shape,laid in required colour and and pattern over a bed of 100mm thick ,6mm brocken stone compacted to 75 mm including sundries ete complete as per the direction of Engineer in charge.
OD273357/2025-2026:Supplying and fixing position of stainless letter in Malayalam/ English of size 20cm, 30cm, as per design engineer in charge.
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