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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.4 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹1.4 L+₹147.71 (0.10%)Rejected-Finance | 2 | Rejected-Finance r |
| Sl No | Description | Qty | Unit | SCARIA MANICKHATHAN L1 | JOJO MATHEW L2 |
|---|---|---|---|---|---|
| 1.00maintenance | |||||
| 1.00 | OD374206/2025-2026:Demolishing laterate 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 | 0.12 | cum | 1,906.35 ₹228.76 Lowest | 1,908.34 ₹229 |
| 1.00 | 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 | 1 | each | 465.3 ₹465.3 Lowest | 807.98 ₹807.98 |
| 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 | 3.74 | cum | 321.97 ₹1,204.17 Lowest | 322.31 ₹1,205.44 |
| 1.00 | OD374197/2025-2026:lateratemasonrywithneatlydressedlateratestoneofsize35x20x20cmornearestsizeincementmortar
1:6forfoundation and basement including all cost of materials, labour charges etc. (MOD
50.6.7.1 of DAR) | 9.9 | cum | 6,229.68 ₹61,673.83 Lowest | 6,236.22 ₹61,738.58 |
| 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) | 0.28 | cum | 7,100.46 ₹1,995.23 Lowest | 7,107.87 ₹1,997.31 |
| 1.01 | 13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand) | 30.94 | sqm | 330.96 ₹10,239.9 Lowest | 331.31 ₹10,250.73 |
| 1.01 | 13.37.1:White washing with lime to give an even shade:New work (three or more coats) | 30.94 | sqm | 36.39 ₹1,125.91 | 31.84 ₹985.13 Lowest |
| 1.01 | 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. | 4.63 | sqm | 1,590.08 ₹7,362.07 Lowest | 1,591.74 ₹7,369.76 |
| 1.01 | 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 | 0.05 | cum | 1,06,682.6 ₹5,547.5 Lowest | 1,06,793.85 ₹5,553.28 |
Tender Value
₹1.5 L
EMD Value
₹3,672
Closing Date
15 Jan 2026, 6:00 pmClosed
Assistant Engineer
Office of The Assistant Engineer LID and EW Eruvessy
Eruvessy GP_219_26_ Maintenance to Kottakkunnu Anganwadi Centre no 16
2026_LSGD_825574_3
TN02/AE/LSGD/ERY/2025-26
Open Tender
Civil Works - Buildings
Item Rate
180 days
Eruvessy
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
₹3,672
7 Apr 2026
7 Jan 2026
19 Jan 2026
7 Jan 2026
15 Jan 2026
7 Jan 2026
maintenance
OD374206/2025-2026:Demolishing laterate 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
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
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
OD374197/2025-2026:lateratemasonrywithneatlydressedlateratestoneofsize35x20x20cmornearestsizeincementmortar 1:6forfoundation and basement including all cost of materials, labour charges etc. (MOD 50.6.7.1 of DAR)
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)
13.37.1:White washing with lime to give an even shade:New work (three or more coats)
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.
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
13.48.2:Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting wood work with Deluxe Multi Surface Paint of required shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.75 ltr/10 sqm of approved brand and manufacture
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
50.9.3.1:Providing and fixing paneled or paneled and glazed shutters for doors, windows and clerestory windows, 30 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding paneling which will be paid for separately, all complete as per direction 0f Engineer in- charge. using Anjili/ Jack wood
14.6.1:Renewing glass panes, with wooden fillets wherever necessary: Float glass panes of nominal thickness 4 mm (weight not less than 10kg/sqm)
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
OD374560/2025-2026:Providing and fixing Alu Zinc profile sheets(size,shape and pitch of corrugation as approved by Engineer-in-charge) 0.40m (+0.05%) thickness. 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 metre or as desired by Engineer-in- charge. The sheet shall be fixed using self drilling /selft apping screws of size cost of purlins, rafters and trusses and including cutting to size and shape wherever required. (MOD 12.50 of DSR )Details of cost for 216.14 sqm MATERIAL: (External dimension of plinth). Area of roof 20.2x10.70 m = 216.14 sqm. MATERIAL: Sheets used = 20 Nos x 10.70m x 1.06m = 226.84 sqm Add 3% wastage = 6.81 Total = 233.65 sqm
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