Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 LAccepted-Finance | 1 | Accepted-Finance L1 | |
| 2 | 2₹6.3 L+₹88,861.37 (16.5%)Accepted-Finance | 2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | M T JEEVANANDAN L2 | MOHAMMED YASIN P.P. L1 |
|---|---|---|---|---|---|
| 1.00 | 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 | 2,300.23 ₹6,900.68 | 1,974.36 ₹5,923.09 Lowest |
| 2.00 | 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 | 1,678.78 ₹1,678.78 | 1,440.96 ₹1,440.96 Lowest |
| 3.00 | 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 | 2,745.36 ₹2,745.36 | 2,356.43 ₹2,356.43 Lowest |
| 4.00 | 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 | 15 | cum | 388.5 ₹5,827.46 | 333.46 ₹5,001.91 Lowest |
| 5.00 | 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 | 2.25 | cum | 141.5 ₹318.38 | 121.46 ₹273.27 Lowest |
| 6.00 | 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 | 4.1 | cum | 6,974.33 ₹28,594.74 | 5,986.3 ₹24,543.82 Lowest |
| 7.00 | OD399121/2025-2026: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) | 3.8 | cum | 6,806.7 ₹25,865.46 | 5,842.42 ₹22,201.19 Lowest |
| 8.00 | OD293006/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with cemet mortar 1:6
(1 cement :6 coarse sand) | 2.1 | cum | 8,856.98 ₹18,599.66 | 7,602.24 ₹15,964.71 Lowest |
| 9.00 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 8 | sqm | 823.91 ₹6,591.28 | 707.19 ₹5,657.52 Lowest |
| 10.00 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 7.5 | sqm | 1,103.7 ₹8,277.71 | 947.34 ₹7,105.04 Lowest |
Tender Value
₹5.8 L
EMD Value
₹14,520
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 CULT Building of School of Drama and Fine Arts at Dr. John Matthai Centre, Thrissur.
2026_UoC_868695_1
D2/1154/2023
Open Tender
Civil Works - Buildings
Item Rate
90 days
Dr.JOHN MATTHAI CENTER
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,516
Yes
₹14,520
Yes
22 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 | 15.7.4: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 | - | - |
| 2 | 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 | - | - |
| 3 | 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 | - | - |
| 4 | 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 | 15 | cum | - | - |
| 5 | 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 | 2.25 | cum | - | - |
| 6 | 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 | 4.1 | cum | - | - |
| 7 | OD399121/2025-2026: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) | 3.8 | cum | - | - |
| 8 | OD293006/2025-2026:Random rubble masonry with hard stone in foundation and plinth up to plinth level with cemet mortar 1:6
(1 cement :6 coarse sand) | 2.1 | cum | - | - |
| 9 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 8 | sqm | - | - |
| 10 | 5.9.19:Centering and shuttering including strutting, etc. and removal of form for:Weather shade, Chajjas, corbels etc., including edges | 7.5 | sqm | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1471322.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
epaymentform.pdf
Additional Documents • 0.01 MB
PreliminaryAgreementFormat.pdf
Additional Documents • 0.24 MB
TENDERDOCJMCCULTTOILET.pdf
Tender Documents • 1.54 MB
BOQ_1471322.xls
BOQ • 0.31 MB
DRAWING.pdf
Other Document • 0.01 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 .