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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹19.9 LAccepted-AOC | ₹19.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹21.1 LRejected-AOC NIL | ₹21.1 L | L2 | Rejected-AOC L2 |
| 3 | L3₹21.2 LRejected-AOC | ₹21.2 L | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Jayan V.P L1 | SIDHARTH H L2 | HARSHAD T M L3 |
|---|---|---|---|---|---|---|
| 1.00Plan Scheme 2020-2021 Village Office Chelakkara - Renovation and additional room ,furniture etc | ||||||
| 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. | 100 | sqm | 8.68 ₹868 | 10 ₹1,000 | 9.27 ₹927 |
| 1.00 | 15.7.4: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 cement mortar | 3.25 | cum | 1,995.66 ₹6,489.89 | 2,123 ₹6,904 | 2,129.84 ₹6,926.24 |
| 1.00 | 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. | 0.65 | cum | 3,440.56 ₹2,246.69 | 3,671 ₹2,397.16 | 3,671.89 ₹2,397.74 |
| 1.00 | 15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm | 72.78 | sqm | 71.09 ₹5,173.93 | 76 ₹5,531.28 | 75.87 ₹5,521.82 |
| 1.00 | 15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved | 76.69 | cum | 257.72 ₹19,763.26 | 185 ₹14,186.73 | 275.05 ₹21,092.21 |
| 1.01 | 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 | 19.43 | cum | 337.05 ₹6,548.88 | 360 ₹6,994.80 | 359.72 ₹6,989.36 |
| 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. | 20.26 | cum | 298.4 ₹6,044.39 | 320 ₹6,481.92 | 318.47 ₹6,450.93 |
| 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) | 5.29 | cum | 7,433.11 ₹39,358.32 | 6,493 ₹34,380.44 | 7,932.89 ₹42,004.65 |
| 1.01 | OD259107/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including cost of through stone and bone stone | 15.96 | cum | 4,507.86 ₹71,945.45 | 3,950 ₹63,042 | 4,810.95 ₹76,782.76 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
27 Jan 2026, 3:00 pmClosed
Executive Engineer,Buildings Division Thrissur
Executive Engineer,Buildings Division Thrissur
GENERAL-Chelakkara Group Village office- Plan Scheme 2024-2025- Renovation and extension of Chelakkara group village office for converting to smart village office in Thrissur district (Chelakkara L.A.C.)-General Civil Work
2026_PWD_827577_1
67/2025-26/EE(B)TSR
Open Tender
Civil Works - Buildings
180 days
CHELAKKARA
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
₹50,000
7 Apr 2026
14 Jan 2026
30 Jan 2026
14 Jan 2026
27 Jan 2026
14 Jan 2026
Plan Scheme 2020-2021 Village Office Chelakkara - Renovation and additional room ,furniture etc
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
15.7.4: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 cement mortar
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.
15.23.1:Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.For thickness of tiles 10 mm to 25 mm
15.60:Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved
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
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.
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)
OD259107/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including cost of through stone and bone stone
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)
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
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
OD244446/2022-2023:Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of R.M.C. from transit mixer to site of laying, excluding the cost of centering, shuttering finishing and reinforcement including cost of 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 the Engineer - in -charge. Note:- Cement content considered in this item is @330 kg/cum. cement should be used as per approved design and payment will not be available for excess usage of cement All work above plinth level upto floor V level
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)
5.22.6: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
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
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
13.7.2:12 mm cement plaster finished with a floating coat of neat cement 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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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
OD259254/2025-2026:AS per approved data from CE office-Supplying and fixing pressed steel window and ventilator of standard pattern with frame as per profile of IS 4351 of section 82x62mm embossed sheet shutter 50x20 Special channel (reverse and beading) shutter 12mm dia rod 25x5 flat grill with 3" SS hinge, 2"SS hook, 5" SS stay & Nsd handle for window and of section 105x60mm using 18G (1.25mm thick prime qualityTATA's Galvano steel or equivalent) sheet and shutters made of section 75x30 cm for outer styles and horizontal members and then inserted with enclosed and stiffned sheet (1.25mm thick prime qualityTATA's Galvano steel or equivalent) /Glazed shutter of 433 thick good quality as per the specification with zincromate primer coat measured in squre metre totally including all charges for fittings etc. complete
OD259255/2025-2026:AS per approved data from CE office-Supplying and fixing pressed steel door of standard pattern with frame as per profile of IS 4351 of section 105x60mm using 18G (1.2mm thick CRCA) sheet and shutters made of section 75x30 cm for oyter styles and horizontal members and then inserted with enclosed and stiffned sheet 26 CR as per specification with zincromate primer coat measured in sequence metre totally including all charges for fixing handle, aldrop, but hinges etc. complete
OD260497/2025-2026: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 in skirting, risers of steps and dados, laid over 12 mm thick bed of cement mortar 1:4 (1 cement : 4 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. as approved by Engineer -in-Charge, Size of Tile 600 x 600 mm.
OD244449/2022-2023: Providing and laying double charged 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), with spacer including including grouting the joints with epoxy based sealing compound etc., complete. Size of Tile 600 x 600 mm
13.85.3:Applying priming coats with primer of approved brand and manufacture, having low VOC ( Volatile Organic Compound) content.With water thinnable cement primer on walls surface having VOC content less than 50 grams / litre
13.82.2:Wall painting with acrylic emulsion paint, having VOC (Volatile Organic Compound) content less than 50 grams/ litre, of approved brand and manufacture including applying additional coats wherever required, to achieve even shade and colour.Two coats
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
13.99.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :One or more coats on old 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)
13.88:Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete.
13.111.2:Finishing walls with Acrylic Smooth exterior paint of required shade :Old work (One or more coat applied @ 0.90 ltr/10 sqm).
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
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
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: 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 screwscomplete :Ridges plain (500-600 mm)
OD260731/2025-2026:Supplying and fixing 160mm PVC half gutter over flat iron brackets 32x5mm size fixed at 1m interval including the cost of conveyance of all material to the site and labour charges etc complete
OD260729/2025-2026:Painting letters of 20 to 30cm height (English/Malayalam letters with synthetic enamel paint including all cost of materials labour charges etc complete.
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)
21.1.1.1: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 portionAnodised aluminium (anodised transparent or dyed to required shade according to IS : 1868, Minimum anodic coating of grade AC 15)
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)
OD259822/2025-2026:Providing and fixing aluminium composit panel for door, window, ventilator shutters, cup boards 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 aluminium composit panel of 4.0 mm thickness
OD255137/2025-2026:Supplying and fixing good quality ready made RCC Septic tank 2.40m length and 1.10m dia or nearsest available size including all cost and conveyance charges, labour charges for erecting etc complete
OD255138/2025-2026:Supplying and fixing best quality 0.90m dia or nearest available size precast concrete perforated rings with holes on the ring wall in dispersion/ leach pits pointed at joints by cement mortar 1:4, including all cost of materials labour charges, conveyance cost of cement mortar for pointing etc. complete
OD255136/2025-2026:Supplying and fixing ready made concrete ring cover slab100mm or nearest available dia. including all cost of materials, conveyance charges, fixing charges, and pointing the joints with cement mortar etc complete. as per the direction of dept. officers at site
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
50.18.9.22.1:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia Elbow
50.18.9.22.2:Providing and fixing PVC moulded fittings / accessories for Rigid PVC pipes, including jointing with PVC solvent cement - 110 mm dia 45 degree Elbow
50.18.9.22.4:Providing and fixing PVC moulded fittings/ accessories for Rigid PVC pipes, including jointing with PVC solvent cement- 110 mm dia Bend
OD259356/2025-2026:Engaging wood cutter
OD259357/2025-2026:Supplying and fixing 15 mm C.P .brass pillar tap .
OD259358/2025-2026:Supplying and fixing 15mm Angle cock including all cost and conveyance and labour charges etc. complete
OD259359/2025-2026:Engaging plumber
OD259360/2025-2026:Engaging carpenter
OD259361/2025-2026:Engaging Scavengers
OD259362/2025-2026:Engaging Coolie
OD260730/2025-2026:Providing and fixing Defect Liability Board for building using Aluminium composite panel(ACP) material with a thickness of 4mm and size 90cm x60cm approved colour including HD Vinyl print stick on ACP board through out the area. Approved design and colour pattern and size of letter (Matter given by engineer in charge).Board fixing on wall with SS screws, conveyance of material etc complete included.
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