Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.4 LRejected-Finance | ₹3.4 L | L2 | Rejected-Finance L2 |
| 3 | L3₹3.4 LRejected-Finance THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | ₹3.4 L | L3 | Rejected-Finance L3 |
| 4 | L4₹3.4 LRejected-Finance | ₹3.4 L | L4 | Rejected-Finance L4 |
| Sl No | Description | Qty | Unit | RENNY MON L4 | T J Joseph Joy L3 | Sinoj M George L2 | G S RAJEEV L1 |
|---|---|---|---|---|---|---|---|
| 1.00RENOVATION 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 | 14.04 | cum | 242.36 ₹3,402.73 | 242.36 ₹3,402.73 | 242.36 ₹3,402.73 | 241.12 ₹3,385.32 |
| 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 | 0.11 | cum | 338.41 ₹36.55 | 338.41 ₹36.55 | 338.41 ₹36.55 | 336.68 ₹36.36 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 3.84 | sqm | 363.27 ₹1,394.96 | 363.27 ₹1,394.96 | 363.27 ₹1,394.96 | 361.42 ₹1,387.85 |
| 1.00 | OD282375/2025-2026:Laterite masonry with neatily dressed laterite stone of size 35x20x20 cm or nearest size in
cement mortar 1:6 for foundation and basement including all cost of materials, labour charges
etc | 2.69 | cum | 5,718.32 ₹15,405.15 | 5,718.32 ₹15,405.15 | 5,718.32 ₹15,405.15 | 5,689.16 ₹15,326.60 |
| 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. | 25.07 | cum | 299.6 ₹7,512.17 | 299.6 ₹7,512.17 | 299.6 ₹7,512.17 | 298.07 ₹7,473.81 |
| 1.01 | OD276925/2025-2026: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. | 4.06 | cum | 6,548.44 ₹26,586.67 | 6,548.44 ₹26,586.67 | 6,548.44 ₹26,586.67 | 6,515.04 ₹26,451.06 |
| 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) | 3.17 | cum | 7,462.79 ₹23,649.58 | 7,462.79 ₹23,649.58 | 7,462.79 ₹23,649.58 | 7,424.73 ₹23,528.97 |
| 1.01 | OD276929/2025-2026:Steel work for purlin/single section with MS TUBES 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 | 168.32 | kg | 147.1 ₹24,760.02 | 147.1 ₹24,760.02 | 147.1 ₹24,760.02 | 146.35 ₹24,633.78 |
| 1.01 | 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. | 30.14 | sqm | 792.24 ₹23,878.11 | 792.24 ₹23,878.11 | 792.24 ₹23,878.11 | 788.2 ₹23,756.35 |
Updated dates
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
19 Jan 2026, 4:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF AE, PANATHADY GP
Annual Plan PRO NO 331/2025-26 RENOVATION OF BALANTHODE WOMENS INDUSTRIAL CENTER IN PANATHADY GP
2026_LSGD_826215_16
AE/LSGD/PDY/TEN/03/25-26
Open Tender
Civil Works - Buildings
PANATHADY
Please refer Tender documents.
12 documents required · 12 mandatory
₹750
₹8,472
11 Mar 2026
9 Jan 2026
20 Jan 2026
9 Jan 2026
19 Jan 2026
9 Jan 2026
RENOVATION 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
2.8.1: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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
OD282375/2025-2026:Laterite masonry with neatily dressed laterite stone of size 35x20x20 cm 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.
OD276925/2025-2026: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.
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)
OD276929/2025-2026:Steel work for purlin/single section with MS TUBES 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)
OD314783/2025-2026:Providing and fixing 150 mm half cut PVC pipe over flat iron brackets 20x5 mm size
15.12.2:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area beyond 3 sq. metres
10.6.3:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x0.90 mm M.S. laths with 0.90 mm thick to cover
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
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
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
11.3.1:Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.37.1:White washing with lime to give an even shade:New work (three or more coats)
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.29 MB
viewsbd_merged.pdf
Other Document • 1.70 MB
BOQ_1386967.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid