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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹65.0 LAccepted-AOC | ₹65.0 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹67.4 LRejected-AOC | ₹67.4 L | L2 | Rejected-AOC Agreement executed |
| 3 | L3₹70 LRejected-Finance | ₹70 L | L3 | Rejected-Finance Lowest tender accepted |
| Sl No | Description | Qty | Unit | Santhosh Kumar K.V. L2 | SATHYAN T L1 | MOHAMMED SHAHEER KURIKKAL M.P L3 |
|---|---|---|---|---|---|---|
| 1.00Civil Work | ||||||
| 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. | 6 | cum | 2,750 ₹16,500 | 2,730 ₹16,380 | 3,000 ₹18,000 |
| 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 | 7.2 | cum | 1,900 ₹13,680 | 1,900 ₹13,680 | 2,500 ₹18,000 |
| 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 | 40.94 | cum | 220 ₹9,007.68 | 200 ₹8,188.80 | 400 ₹16,377.60 |
| 1.00 | 2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock | 82.32 | cum | 500 ₹41,160 | 490 ₹40,336.80 | 900 ₹74,088 |
| 1.00 | 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. | 126.32 | cum | 240 ₹30,316.32 | 230 ₹29,053.14 | 250 ₹31,579.50 |
| 1.01 | 50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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. | 110 | cum | 400 ₹44,000 | 330 ₹36,300 | 800 ₹88,000 |
| 1.01 | OD208698/2025-2026:Filling with quarry muck in layers exceeding 20 cm in depth, consolidating each deposited layer by ramming and lead up to 50m and lift to 1.5 m as per direction of site engineer in charge | 15 | cum | 1,000 ₹15,000 | 735 ₹11,025 | 3,000 ₹45,000 |
| 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) | 21.32 | cum | 6,000 ₹1.3 L | 5,900 ₹1.3 L | 6,800 ₹1.5 L |
| 1.01 | 50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete | 11.72 | cum | 5,500 ₹64,460 | 4,990 ₹58,482.80 | 6,900 ₹80,868 |
Tender Value
₹80.2 L
EMD Value
₹50,000
Closing Date
11 Nov 2025, 3:00 pmClosed
Exeutive Engineer
PWD,Buildings Division,Kozhikode
General Civil Work
2025_PWD_818383_1
43/EEBK/2025-26
Open Tender
Civil Works - Buildings
540 days
Nalllur
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
15 Jan 2026
3 Nov 2025
13 Nov 2025
3 Nov 2025
11 Nov 2025
3 Nov 2025
Amount
Civil Work
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.
15.9.2: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
2.6.1: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
2.9.1:Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock
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.
50.2.26.1:Filling with contractor own earth (excluding rock) in open areas 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.
OD208698/2025-2026:Filling with quarry muck in layers exceeding 20 cm in depth, consolidating each deposited layer by ramming and lead up to 50m and lift to 1.5 m as per direction of site engineer in charge
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)
50.6.1.1:Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
OD208692/2025-2026: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,(Excess or less cement used as per design mix is not payable or recoverable separately) 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. All work upto plinth level
OD208695/2025-2026: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 work ability without impairing strength and durability as per direction of Engineer - in-charge. All work above plinth level up to floor V level. Note:- Cement content considered in this item is@330 kg/cum. (Excess or less cement used as per design mix is not payable or recoverable separately.)
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 (zone-III) derived from natural sources : 6 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
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
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.7:Centering and shuttering including strutting, etc. and removal of form for:Stairs, (excluding landings ) except spiral - staircases)
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
OD20499/2023-2024:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. (Modified 50.6.7.2)
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)
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)
OD208693/2025-2026:Providing and laying matt finished 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), etc complete , joints are filled with epoxy grout.Size of Tile1200x600 mm
OD208694/2025-2026: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 600 x 1200 mm
50.9.1.1: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), using good quality Anjili wood /jack wood
OD208703/2025-2026:Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear 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. a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
OD208705/2025-2026:Providing edge moulding to 18 mm thick granite stone including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer -in-Charge.
13.50.1:Applying priming coat:With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood)
OD208700/2025-2026:Providing fabricated steel Door of Tata Galvano 16 gauge sheet, 127 x 76 mm frame, Door thickness 76 x 38 mm GP pipe hinges, tower bolt, locks, handles and hooks are with stainless steel including epoxy priming coat.
OD208690/2025-2026:Providing fabricated steel window of Tata Galvano 16 gauge sheet, 127 x 76 mm frame, 1.2 mm 20 x 20 GP pipe for grill, all panels have glass beading, hinges and hooks are with stainless steel including epoxy priming coat.
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)
21.3.1: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)
OD208704/2025-2026:Providing and fixing glazing in various Openings in steel frame etc. as per the directions of Engineer - in -Charge. With float glass panes of 5.5 mm thickness
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
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.
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
OD208691/2025-2026:Supplying and fixing green board 2.00 m x 1.20 m or nearest available size non magnetic white board including all cost, conveyance etc.
OD208696/2025-2026:Providing and planting of Piece Lilly in ordinary soil including breaking of clods, watering, ramming and sectioning of spoil bank etc. including all labour charges etc.complete
OD208699/2025-2026:Providing and planting of Heliconia Red plant in ordinary soil including all labour charges etc. complete as per the direction of Engineer-in-charge.
OD208706/2025-2026:STONE SLICED CLADDING -Providing and fixing dry cladding 10 metre heights with 20 mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 30cmx15cm, fixed to existing plastered wall surface with the help of tile fixing gum etc. and sealing the joints with approved weather sealant as per Architectural drawing and direction of Engineer-in-Charge.
OD208701/2025-2026:FULL BODY VITRIFIED TILE CLADDING -Providing and fixing dry cladding TILES 10 metre heights with 10mm thick gang saw cut stone with (machine cut edges) of uniform colour and size upto 60 cmx15cm, fixed to existing plastered wall surface with the help of tile fixing gum etc. and joints are finished with epoxy grout as per Architectural drawing and direction of Engineer-in-Charge.
OD208702/2025-2026:Providing and laying 50 mm thick natural paving stone with strong vibratory compaction, of approved shape, laid in required 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.
OD208697/2025-2026:Carriage and disposal of building rubbish and other waste materials up to 5.0 km lead by Mechanical Transport including loading, Unloading, payment for each load (approx. 3.5cum/Load).
Santhosh Kumar K.V. (BID ID -2435225)
MOHAMMED SHAHEER KURIKKAL M.P (BID ID -2435707)
Bidder Name
Santhosh Kumar K.V.
SATHYAN T
MOHAMMED SHAHEER KURIKKAL M.P
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