Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.8 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹7.9 L+₹1.1 L (16.5%)Accepted-Finance | 2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | MOHAMMED FIROS K L1 | M T JEEVANANDAN L2 |
|---|---|---|---|---|---|
| 1.00 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | 3 | each | 351.85 ₹1,055.56 Lowest | 409.92 ₹1,229.77 |
| 2.00 | 15.7.4:Demolishing brick 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 | 3 | cum | 1,974.36 ₹5,923.09 Lowest | 2,300.23 ₹6,900.68 |
| 3.00 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1 | cum | 1,440.96 ₹1,440.96 Lowest | 1,678.78 ₹1,678.78 |
| 4.00 | 14.4.1:Making the opening in brick masonry including dismantling in floor or wallsFor door / window / clerestory window | 1 | sqm | 1,217.05 ₹1,217.05 Lowest | 1,417.92 ₹1,417.92 |
| 5.00 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 1 | cum | 2,356.43 ₹2,356.43 Lowest | 2,745.36 ₹2,745.36 |
| 6.00 | 14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) | 2 | sqm | 537.42 ₹1,074.84 Lowest | 626.12 ₹1,252.24 |
| 7.00 | 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 | 16 | cum | 333.46 ₹5,335.37 Lowest | 388.5 ₹6,215.96 |
| 8.00 | 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 | 2.2 | cum | 121.46 ₹267.2 Lowest | 141.5 ₹311.3 |
| 9.00 | 50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 5 | cum | 5,986.3 ₹29,931.49 Lowest | 6,974.33 ₹34,871.63 |
| 10.00 | OD398578/2025-2026:Dry 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 | cum | 5,842.42 ₹29,212.09 Lowest | 6,806.7 ₹34,033.5 |
Tender Value
₹7.4 L
EMD Value
₹18,386
Closing Date
17 Sept 2026, 6:00 pmClosed
Executive Engineer (Civil)
Office of the Executive Engineer (Civil) Engineering Department University of Calicut Calicut University P O Malappuram District Kerala 673635
Construction of toilet block for CCSIT building, JMC Thrissur.
2026_UoC_868679_1
D2/1754/2024
Open Tender
Civil Works - Buildings
Item Rate
90 days
Dr.JOHN MATTHAI CENTER
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,918
Yes
₹18,386
Yes
23 Sept 2026
9 Sept 2026
19 Sept 2026
9 Sept 2026
17 Sept 2026
9 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 15.12.1:Dismantling doors, windows and clerestory windows (steel or wood ) shutter including chowkhats, architrave, holdfasts etc. complete and stacking within 50 metres lead:Of area 3 sq. metres and below | 3 | each | - | - |
| 2 | 15.7.4:Demolishing brick 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 | 3 | cum | - | - |
| 3 | 15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 or leaner mix ( including equivalent design mix) | 1 | cum | - | - |
| 4 | 14.4.1:Making the opening in brick masonry including dismantling in floor or wallsFor door / window / clerestory window | 1 | sqm | - | - |
| 5 | 15.9.2:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In cement mortar | 1 | cum | - | - |
| 6 | 14.1.1:Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground within 50 meters lead:With cement mortar 1:4 ( 1 cement : fine sand) | 2 | sqm | - | - |
| 7 | 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 | 16 | cum | - | - |
| 8 | 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 | 2.2 | cum | - | - |
| 9 | 50.6.1.4: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 foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete | 5 | cum | - | - |
| 10 | OD398578/2025-2026:Dry 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 | cum | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1471280.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 • 0.04 MB
Tendernotice_1.pdf
PDF • 0.64 MB
DECLARATION.pdf
Additional Documents • 0.12 MB
TENDERDOCJMCCCSITTOILET.pdf
Tender Documents • 1.54 MB
PreliminaryAgreementFormat.pdf
Additional Documents • 0.24 MB
DRAWING.pdf
Additional Documents • 0.01 MB
epaymentform.pdf
Additional Documents • 0.01 MB
BOQ_1471280.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .