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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹4.7 LAccepted-AOC KANNUR | KERALA | 670511 | ₹4.7 L | 2 | Accepted-AOC LOWEST |
| 2 | 1₹4.7 LRejected-AOC | ₹4.7 L | 1 | Rejected-AOC HIGHER |
| 3 | Rejected-Technical | - | - | Rejected-Technical NOT LOWEST |
| 4 | Rejected-Technical | - | - | Rejected-Technical NOT LOWEST |
| 5 | Rejected-Technical | - | - | Rejected-Technical NOT LOWEST |
| Sl No | Description | Qty | Unit | MOHAMMED ASLAM KP L1 | ABDUL NASER V L3 | NOUFEL L4 | fasalu rahman nellisseri L2 | MOHAMED BASHEER M.T. L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00Toilet Construction | ||||||||
| 1.00 | OD507943/2025-2026:Demolishing Laterite 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 | 4 | cum | 1,672.64 ₹6,690.56 | 1,682.42 ₹6,729.68 | 1,728 ₹6,912 | 1,678.51 ₹6,714.04 | 1,788.84 ₹7,155.36 |
| 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 | 5.33 | cum | 282.5 ₹1,505.16 | 284.15 ₹1,513.95 | 291.85 ₹1,554.98 | 283.49 ₹1,510.43 | 302.12 ₹1,609.70 |
| 1.00 | OD499987/2025-2026:60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site | 5.33 | cum | 3,136.2 ₹16,709.67 | 3,154.54 ₹16,807.39 | 3,240.01 ₹17,262.77 | 3,147.2 ₹16,768.28 | 3,354.08 ₹17,870.54 |
| 1.00 | 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) | 3.33 | cum | 6,552.42 ₹21,826.11 | 6,590.78 ₹21,953.89 | 6,769.3 ₹22,548.54 | 6,575.41 ₹21,902.69 | 7,007.64 ₹23,342.45 |
| 1.00 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 4.56 | sqm | 303.26 ₹1,382.87 | 305.03 ₹1,390.94 | 313.3 ₹1,428.65 | 304.32 ₹1,387.70 | 324.32 ₹1,478.90 |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 6.8 | sqm | 599.12 ₹4,074.02 | 602.06 ₹4,094.01 | 618.95 ₹4,208.86 | 601.22 ₹4,088.30 | 640.73 ₹4,356.96 |
| 1.01 | 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) | 0.57 | cum | 8,237.18 ₹4,695.19 | 8,285.36 ₹4,722.66 | 8,509.83 ₹4,850.60 | 8,265.97 ₹4,711.60 | 8,809.44 ₹5,021.38 |
| 1.01 | 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 | 480.12 | kilogram | 88.29 ₹42,389.79 | 88.8 ₹42,634.66 | 91.21 ₹43,791.75 | 88.6 ₹42,538.63 | 94.42 ₹45,332.93 |
| 1.01 | 50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm 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. | 7.16 | cum | 7,096.3 ₹50,781.12 | 7,137.8 ₹51,078.10 | 7,331.19 ₹52,462 | 7,121.2 ₹50,959.31 | 7,589.3 ₹54,309.03 |
Tender Value
₹5.5 L
EMD Value
₹13,632
Closing Date
10 Mar 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, AEE OFFICE, LID AND EW SUBDIVISION PERINTHALMANNA BLOCK PANCHAYATH PIN 679322
Annual Plan-2025-26 Perinthalmanna BP (Pro No 78/26)-GLPS Pattikkad Toilet Construction in Keezhattur GP-General Civil Work
2026_LSGD_842570_7
AE/LSGD/PMNA BP/ETN11/2024-25
Open Tender
Civil Works - Buildings
90 days
PERINTHALMANNA
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,205
Yes
₹13,632
Yes
1 Jun 2026
3 Mar 2026
12 Mar 2026
3 Mar 2026
10 Mar 2026
3 Mar 2026
3 Mar 2026 - 10 Mar 2026
Toilet Construction
OD507943/2025-2026:Demolishing Laterite 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
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
OD499987/2025-2026:60.7.1. DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers 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)
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)
5.22.6: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
50.6.7.2:Laterate masonry with neatly dressed laterate stone of size 40x20x15cm 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.
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
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).
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)
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
13.16.1:6 mm cement plaster 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
8.31:Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in- Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete
17.4.1:Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I. clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required:One urinal basin with 5 litre white P.V.C. automatic flushing cistern
17.7.7: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 450x300 mm with single 15 mm C.P. brass pillar tap
50.18.7.2.2: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 20 mm dia 10 Kgf/cm2- Internal work - Exposed on wall
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
50.18.7.4.2: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 32 mm dia 6 Kgf/cm2 - internal work- Exposed on wall
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
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
18.54.1:Providing and fixing PTMT bib cock of approved quality and colour.15 mm nominal bore, 86 mm long, weighing not less than 88 gms
50.18.9.8.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching and refilling & testing of joints complete as per direction of Engineer in Charge. 75 mm dia 4 Kgf/cm2
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
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
OD505677/2025-2026: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. all complete as per the direction of Engineer-in-charge.
OD499985/2025-2026:Providing and fixing precoated galvanised steel sheet roofing accessories 0.35 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS: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. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length up to 12 m or as desired by Engineer in charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5 x 55 mm) 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.
OD499986/2025-2026:Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for Name board, of required size, approved shade, colour and texture laid over base of cement mortar 1:4 ( 1 cement : 4 coarse sand),including all charges etc complete
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