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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹70.0 LAccepted-AOC | ₹70.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹71.6 LRejected-AOC KULANGARA HOUSE NIRMALAKKUNNU V K THENHIPALAM MALAPPURAM 676109 | THENHIPALAM | MALAPPURAM | KERALA | 676109 | ₹71.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹73.7 LRejected-AOC | ₹73.7 L | L3 | Rejected-AOC L3 |
| 4 | Rejected-Technical PALAJI CHADAYAMANGALAM | PALAKKAD | KERALA | 678001 | - | - | Rejected-Technical AboVe L1 |
| 5 | Rejected-Technical | - | - | Rejected-Technical AboVe L1 |
| Sl No | Description | Qty | Unit | Ganeshan N L1 | ABDU K L3 | K Anil Kumar L5 | P. P. SIRAJUDHEEN L4 | SIBIN KULANGARA L2 | MUHAMMED SAJIR M L6 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX-A - CIVIL WORK | |||||||||
| 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 | 429.78 | cum | 199.72 ₹85,835.86 | 225 ₹96,700.73 | 200 ₹85,956.20 | 212.31 ₹91,246.80 | 205 ₹88,105.11 | 330 ₹1.4 L |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 26.86 | cum | 101.57 ₹2,728.27 | 110 ₹2,954.71 | 100 ₹2,686.10 | 107.94 ₹2,899.38 | 200 ₹5,372.20 | 420 ₹11,281.62 |
| 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) | 42.8 | cum | 6,149.81 ₹2.6 L | 5,650 ₹2.4 L | 6,800 ₹2.9 L | 6,536 ₹2.8 L | 6,324 ₹2.7 L | 7,286 ₹3.1 L |
| 1.00 | OD217873/2025-2026: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 workability without impairing strength and durability as per direction of Engineer - in-charge.
Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix is not
payable. All work up to plinth level (ref;5.33.1) | 120.29 | cum | 8,441.92 ₹10.2 L | 8,550 ₹10.3 L | 9,500 ₹11.4 L | 8,972.04 ₹10.8 L | 8,681 ₹10.4 L | 12,000 ₹14.4 L |
| 1.00 | OD217869/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including all cost and conveyance etc complete up to plinth | 24.41 | cum | 4,831.25 ₹1.2 L | 5,500 ₹1.3 L | 3,500 ₹85,431.50 | 5,134.63 ₹1.3 L | 3,183 ₹77,693.85 | 3,668 ₹89,532.21 |
| 1.01 | OD236840/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level plastered with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 6.66 | cum | 4,759.7 ₹31,685.32 | 5,600 ₹37,279.20 | 6,000 ₹39,942 | 5,058.6 ₹33,675.10 | 6,522 ₹43,416.95 | 7,663 ₹51,012.59 |
| 1.01 | 50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc. | 0.84 | cum | 6,320.94 ₹5,309.59 | 7,250 ₹6,090 | 7,000 ₹5,880 | 6,717.86 ₹5,643 | 6,500 ₹5,460 | 7,663 ₹6,436.92 |
| 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. | 386.48 | cum | 246.88 ₹95,413.94 | 270 ₹1.0 L | 250 ₹96,619.75 | 262.39 ₹1.0 L | 253 ₹97,779.19 | 292 ₹1.1 L |
| 1.01 | OD217874/2025-2026::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 workability without impairing strength and durability as per direction of Engineer - in-charge.
Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix is not
payable . (ref; 5.33.2)All work above plinth level upto floor V level | 61.89 | cum | 10,019.12 ₹6.2 L | 9,350 ₹5.8 L | 10,800 ₹6.7 L | 10,648.28 ₹6.6 L | 8,681 ₹5.4 L | 12,000 ₹7.4 L |
Tender Value
₹83.0 L
EMD Value
₹50,000
Closing Date
24 Feb 2026, 5:00 pmClosed
EXECUTIVE ENGINEER, PWD BUILDINGS DIVISION, MALAPP
EXECUTIVE ENGINEER, PWD BUILDINGS DIVISION, MALAPPURAM, 676505
GENERAL GHSS KATTILANGADI Annual Plan 2025 26 Construction of additional classrooms for Government Higher Secondary school Kattilangadi Tanur Malappuram General Civil Work
2026_PWD_836986_1
BL/DN/MPM/45/2025-26
Open Tender
Civil Works - Buildings
GHSS KATTILANGADI, TANUR
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
19 Mar 2026
17 Feb 2026
26 Feb 2026
17 Feb 2026
24 Feb 2026
17 Feb 2026
APPENDIX-A - CIVIL WORK
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
2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.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)
OD217873/2025-2026: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 workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix is not payable. All work up to plinth level (ref;5.33.1)
OD217869/2025-2026:Dry rubble masonry with hard stone in foundation and plinth including all cost and conveyance etc complete up to plinth
OD236840/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level plastered with:Cement mortar 1:6 (1 cement : 6 coarse sand)
50.6.7.1:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for foundation and basement including all cost of materials, labour charges etc.
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.
OD217874/2025-2026::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 workability without impairing strength and durability as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess cement used as per design mix is not payable . (ref; 5.33.2)All work above plinth level upto floor V level
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
5.9.5: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
5.9.3: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
50.6.1.5: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 up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
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
50.9.4.1:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood
50.9.2.1:Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack wood
9.53:Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)
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
9.81.2:Providing and fixing bright finished brass handles with screws etc. complete:100 mm
9.97.5:Providing and fixing aluminium tower bolts, ISI marked, anodised(anodic coating not less than grade AC 10 as per : 1868), transparent or dyed to required colour or shade, with necessary screws complete:100x10 mm
OD217871/2025-2026:Providing neat cement flushing coat with good quality black oxide powder for creating a smooth black surface for black board including all labour, material, conveyance charges, curing 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
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
13.62.1: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 .
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
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)
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)
8.2.2.1:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shadeArea of slab upto 0.50 sqm
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)
50.18.8.9.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps 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. Concealed work, including cutting chases and making good the wall etc. 110 mm pipe 4 kgf/cm2
50.18.9.19.2:Providing and fixing PVC pipes including fixing the pipe with clamps/clips 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 110 m dia 4 Kgf/cm2 - External work - Exposed on wall
4.17:Making plinth protection 50mm thick of cement concrete 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) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
OD297945/2025-2026:Filling with Quarry muck filling up low laying and water logged areas with local material/Quarrymuck, Spreading in layers,levelling the top at siteand consolidation by ramming etc complete for improving the CBR value of Subgrade (Based on LSGS approved Data)
16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and 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.
OD217870/2025-2026:Lettering with exterior paint of approved brand and manufacture
OD217872/2025-2026:/Providing and Fixing Defect liability Board for building using Aluminum composite panel (ACP) material with a thickness of 4mm and size 90cmX 60cm 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 0.60X0.90 = 0.54 wastage 30 % 0.702 m2
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