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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.3 LAccepted-AOC | ₹7.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹8.5 LRejected-Finance | ₹8.5 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Nidhin L1 | B.M ABDUL KHADER L2 |
|---|---|---|---|---|---|
| 1.00DOBHI SHED | |||||
| 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 | 7.53 | cum | 700 ₹5,271 | 616.64 ₹4,643.30 |
| 1.00 | OD281390/2024-2025:Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of material,labour charges etc. | 11.13 | cum | 5,500 ₹61,242.50 | 6,095.94 ₹67,878.29 |
| 1.00 | OD281389/2024-2025:Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of laterial,labour charges etc. | 15.95 | cum | 5,500 ₹87,747 | 6,924.82 ₹1.1 L |
| 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) | 5.01 | cum | 5,500 ₹27,582.50 | 7,451.6 ₹37,369.77 |
| 1.00 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 3 graded stone aggregate 20 mm nominal size derived from natural sources). | 1.46 | cum | 10,000 ₹14,580 | 12,626.6 ₹18,409.58 |
| 1.01 | 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 | 109.35 | kg | 85 ₹9,294.75 | 105.6 ₹11,547.36 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 4.29 | sqm | 650 ₹2,788.50 | 716.6 ₹3,074.21 |
| 1.01 | 5.9.4:Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ) | 6 | sqm | 650 ₹3,900 | 902.92 ₹5,417.52 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 203.16 | sqm | 400 ₹81,264 | 347.33 ₹70,563.56 |
Tender Value
₹8.5 L
EMD Value
₹21,350
Closing Date
30 Jan 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
PWD BUILDINGS SUB DIVISION KANHANGAD
DEPOSIT-Construction of Dobby shed and Barber shop at Detachment Camp at Periya, Kasaragod Dt-Construction of Dobby shed and Barber shop -General Civil Work
2026_PWD_829522_1
PWD/BLDG/TR/4399/2025
Open Tender
Civil Works - Buildings
180 days
PERIYA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,885
Yes
₹21,350
Yes
21 May 2026
21 Jan 2026
2 Feb 2026
21 Jan 2026
30 Jan 2026
21 Jan 2026
DOBHI SHED
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
OD281390/2024-2025:Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of material,labour charges etc.
OD281389/2024-2025:Laterite masonry with neatly dressed laterite stone of size 30x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of laterial,labour charges etc.
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)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) derived from natural sources: 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
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.4:Centering and shuttering including strutting, etc. and removal of form for:Shelves (Cast in situ)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
OD261620/2025-2026:Providing and laying floor & wall tile with mat/glossy finish 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 20mm thick cement mortar 1:4 (1cement :4 course sand) including grouting the joints with white cement and matching pigments etc complete size of tile 600x600mm
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
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)
21.1.2.2: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)
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)
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
13.62.1:Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade:Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture .
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
21.5:Providing and fixing powder coated aluminium work ( minimum thickness of powder coating 50 micron) consisting of tee /angle sections, of approved make conforming to IS : 733 in frames of false ceiling including aluminium angle cleats with necessary C.P brass/ stainless steel sunk screws, aluminium perimeter angles fixed to wall with stainless steel rawl plugs @ 450 mm centre to centre and fixing the frame work to G.I level adjusting hangers 6 mm dia. with necessary cadmium plated machine screws all complete as per approved architectural drawings and direction of the Engineer-in-Charge ( level adjusting hangers, ceiling cleats and expansion hold fasteners to be paid for separately ).
50.12.5.1:Providing and fixing false ceiling with e board classic tile or equivalent make of size 610x610x4 mm ceiling of approved quality in aluminium frame work with necessary screws etc complete ( aluminium frame work shall be paid separately)
10.16.1:Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete.Hot finished welded type tubes
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.
OD20591/2025-2026:Supplying and fixing 200mm dia PVC Half cut section with brackets at the end of sheet or tiled roof for rain water collection including all cost material and labour charges etc
OD20065/2025-2026:Providing and fixing Pressed steel door frames 90x60mm conforming to IS:4351 manufactured from prime quality bright CRCA steel sheets /galvano steel sheets of 18SWG or 16SWG (1.25mm/1.6mm)thickness including hinges jamb, lock jamb head and if required base tie and mitred the corners ,welded to the size as per specifications and fitted or welded with adjustable legs with split end tail to each jamb including steel butt hinges 125x2.5mm and provided with mortar guards ,shock absorbers and lock strike plate as specification and pretreated , ,phosphated and then applied with suitable primer with pressed steel door shutter made out of 20 SWG prime quality bright CRCA Steel sheet/Galvano steel sheets pressed to profiles of 75x30mm for shutter outer frame and embossed and stiffened sheet for inner plate assembled together by welding /riveting and then pretreated ,phosphated and finally applied zinchromate metal primer including fixing all hardware fittings such as aldrops , towebolts ,hinges,door closer and handles etc as per the schedule of hardware fittings also including all cost of conveyance charges fixing charges at the site etc completed
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
50.18.9.16.1: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 50 mm dia 10Kgf/cm2 - External work - Exposed on wall
50.18.9.6.1: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. 50 mm dia 10Kgf/cm2
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.
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.
OD261729/2025-2026:Providing and fixing 1500x450 mm rectangular mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.
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