Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.5 LAccepted-AOC | ₹12.5 L | L1 | Accepted-AOC Agreement executed on 19/08/2026 |
| 2 | L2₹14.0 L+₹1.5 L (11.8%)Rejected-AOC | ₹14.0 L+₹1.5 L (11.8%) | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | NOUFAL K L1 | karthikeyan L2 |
|---|---|---|---|---|---|
| 1.00DRAINAGE WORK | |||||
| 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 | 228 | cum | 294.61 ₹67,171.08 | 260 ₹59,280 Lowest |
| 1.00 | OD433278/2025-2026:DRY RUBBLE MASONRY -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental at site | 234 | cum | 3,270.64 ₹7,65,329.76 Lowest | 3,700 ₹8,65,800 |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 18 | cum | 7,564.25 ₹1,36,156.5 Lowest | 8,700 ₹1,56,600 |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 72 | sqm | 316.26 ₹22,770.72 Lowest | 340 ₹24,480 |
| 1.00 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.2 | cum | 7,018.12 ₹36,494.22 Lowest | 8,000 ₹41,600 |
| 1.01 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 16.8 | cum | 8,160.45 ₹1,37,095.56 Lowest | 9,400 ₹1,57,920 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 140 | sqm | 316.26 ₹44,276.4 Lowest | 340 ₹47,600 |
| 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 | 420 | kilogram | 92.08 ₹38,673.6 Lowest | 100 ₹42,000 |
| 1.01 | OD528405/2025-2026:(60.6.) PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | 6.75 | metre | 92.61 ₹625.12 Lowest | 100 ₹675 |
Tender Value
₹15.2 L
EMD Value
₹2,760
Closing Date
25 Mar 2026, 5:00 pmClosed
JAYASREE T U
ASSIS.ENGINEER MANNARKKAD MUNICIPALITY
Annual Plan MANNARKKAD MUNICIPALITY 2025 26 CONSTRUCTION OF THODU FROM BACKSIDE OF UNIVERSAL COLLEGE TO RIVER WARD 25 PR NO 575
2026_LSGD_847251_3
8 2025 26 AE LID EW MKDMNCP
Open Tender
Civil Works - Others
Item Rate
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹38,113
Yes
₹2,760
Yes
19 Aug 2026
16 Mar 2026
27 Mar 2026
16 Mar 2026
25 Mar 2026
16 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DRAINAGE WORK | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | OD433278/2025-2026:DRY RUBBLE MASONRY -Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental at site | - | cum | - | - |
| 1.003 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.004 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | - | sqm | - | - |
| 1.005 | 4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.006 | 5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | - | cum | - | - |
| 1.007 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | - | sqm | - | - |
| 1.008 | 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 | - | - |
| 1.009 | OD528405/2025-2026:(60.6.) PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete. | - | metre | - | - |
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1432132.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 • 0.37 MB
Tendernotice_2.pdf
PDF • 0.25 MB
Tendernotice_3.pdf
PDF • 0.25 MB
preli.pdf
Other Document • 0.30 MB
sbd.pdf
Other Document • 1.08 MB
form.pdf
Other Document • 0.29 MB
affi.pdf
Other Document • 0.28 MB
BOQ_1432132.xls
BOQ • 0.30 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 .