Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹63.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹63.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹67.0 L+₹3.3 L (5.26%)Admitted-Fee/PreQual/Technical/Finance | ₹67.0 L+₹3.3 L (5.26%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | K.T. DEVASIA L1 | JOHN K U L2 |
|---|---|---|---|---|---|
| 1.00REJUVENTION OF THRIKKAIKKAL TEMPLE POND | |||||
| 1.00 | OD110545/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection ,cost of fuel, lubrication oil and other stores, pay of staff etc complete (irrigation MOD 60.2.2 ) | 140 | hour | 400.25 ₹56,035 Lowest | 422 ₹59,080 |
| 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 | 394.58 | cum | 225.78 ₹89,088.95 Lowest | 238 ₹93,910.75 |
| 1.00 | OD111760/2026-2027:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.
All kinds of soil for second lift ( from 3.00 m to 4.50 m ) (Irrigation MOD-2.26.1) | 394.58 | cum | 229.64 ₹90,612.04 Lowest | 242 ₹95,489.09 |
| 1.00 | OD125485/2026-2027:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.( irrigation OD 60.7.2) | 104.98 | cum | 2,600.44 ₹2,72,996.79 Lowest | 2,736 ₹2,87,228.02 |
| 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 | 93.2 | sqm | 338.42 ₹31,540.74 Lowest | 357 ₹33,272.4 |
| 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) | 147.52 | cum | 9,192.35 ₹13,56,018.7 Lowest | 9,672 ₹14,26,774.75 |
| 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 | 7,375.8 | kilogram | 98.52 ₹7,26,663.82 Lowest | 104 ₹7,67,083.2 |
| 1.01 | OD111845/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35 * 20 *20 cm or nearest size in cement mortar 1:6 for founation and basement including all cost of materials, labour charges etc.( MOD 50.6.7.1 of DAR )... | 565.88 | cum | 6,099.76 ₹34,51,732.19 Lowest | 6,418 ₹36,31,817.84 |
| 1.01 | OD113723/2026-2027:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers .(modified from irrigation OD 60.63.1) | 2.25 | metre | 2,281.28 ₹5,132.88 Lowest | 2,399 ₹5,397.75 |
Tender Value
Refer Docs
EMD Value
₹50,000
Closing Date
5 Aug 2026, 3:00 pmClosed
SECRETARY
SECRETARY. THALASSERY MUNICIPALITY
AMRUT-THALASSERY MUNICIPALITY - AMRUT 2.0-REJUVENTION OF THRIKKAIKKAL TEMPLE POND
2026_UAD_862910_3
E7- 1083496/24
Open Tender
Civil Works - Others
Item Rate
365 days
THALASSERY
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹50,000
Yes
17 Aug 2026
29 Jul 2026
6 Aug 2026
29 Jul 2026
5 Aug 2026
29 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1REJUVENTION OF THRIKKAIKKAL TEMPLE POND | |||||
| 1.001 | OD110545/2026-2027:Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection ,cost of fuel, lubrication oil and other stores, pay of staff etc complete (irrigation MOD 60.2.2 ) | - | hour | - | - |
| 1.002 | 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 | 0.2 | cum | - | - |
| 1.003 | OD111760/2026-2027:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.
All kinds of soil for second lift ( from 3.00 m to 4.50 m ) (Irrigation MOD-2.26.1) | 0.2 | cum | - | - |
| 1.004 | OD125485/2026-2027:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.( irrigation OD 60.7.2) | 0.4 | cum | - | - |
| 1.005 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.006 | 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) | 0.4 | cum | - | - |
| 1.007 | 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 | - | kilogram | - | - |
| 1.008 | OD111845/2026-2027:Laterate masonry with neatly dressed laterate stone of size 35 * 20 *20 cm or nearest size in cement mortar 1:6 for founation and basement including all cost of materials, labour charges etc.( MOD 50.6.7.1 of DAR )... | 1 | cum | - | - |
| 1.009 | OD113723/2026-2027:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers .(modified from irrigation OD 60.63.1) | - | metre | - | - |
stage.html
html • 0.02 MB
finance_1459714.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 • 0.06 MB
BIDTHRIK.pdf
Tender Documents • 2.74 MB
BOQ_1459714.xls
BOQ • 0.24 MB
NITTHRIK.pdf
Tender Documents • 0.03 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 .