Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-Finance | ₹7.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹7.3 L−₹40,593.13 (5.24%)Accepted-Finance | ₹7.3 L−₹40,593.13 (5.24%) | L2 | Accepted-Finance L2 |
| 3 | L3₹8.9 L+₹1.1 L (14.3%)Accepted-Finance | ₹8.9 L+₹1.1 L (14.3%) | L3 | Accepted-Finance L3 |
| Sl No | Description | Qty | Unit | manoj.k L2 | SURESH KUMAR A L3 | SURESH M L1 |
|---|---|---|---|---|---|---|
| 1.00Estimate | ||||||
| 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 | 36.08 | cum | 265 ₹9,559.88 | 302.88 ₹10,926.4 | 251.23 ₹9,063.12 Lowest |
| 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) | 36.08 | cum | 5,846.54 ₹2,10,913.93 | 6,679.49 ₹2,40,962.6 | 5,540.33 ₹1,99,867.4 Lowest |
| 1.00 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 448.35 | sqm | 284.59 ₹1,27,595.93 | 325.15 ₹1,45,781 | 269.69 ₹1,20,915.51 Lowest |
| 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) | 49.95 | cum | 6,315 ₹3,15,434.25 | 7,215.22 ₹3,60,400.24 | 5,984.69 ₹2,98,935.27 Lowest |
| 1.00 | 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) | 0.23 | cum | 7,730 ₹1,739.25 | 8,831.54 ₹1,987.1 | 7,325.36 ₹1,648.21 Lowest |
| 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 | 34.76 | kilogram | 82.86 ₹2,880.21 | 94.67 ₹3,290.73 | 78.7 ₹2,735.61 Lowest |
| 1.01 | 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) | 7.4 | cum | 6,806.91 ₹50,371.13 | 7,776.69 ₹57,547.51 | 6,450.4 ₹47,732.96 Lowest |
| 1.01 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 240.5 | sqm | 233.85 ₹56,240.93 | 267.18 ₹64,256.79 | 221.39 ₹53,244.3 Lowest |
Tender Value
₹10.5 L
EMD Value
₹26,281
Closing Date
14 Sept 2026, 1:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer RBC Sub Division Kozhinjampara
Earth work in excavation cement concrete 1 4 8 Centering and shuttering cement concrete 1 3 6 reinforced cement concrete 1 15 3 cement concrete 1 2 4 steel plastering
2026_Irrig_867555_1
IRR/PI/TR/2155/2026_5_1_1/1
Open Tender
Civil Works - Canal
Item Rate
180 days
Kozhinjampara
Please refer Tender Documents
11 documents required · 11 mandatory
₹2,760
₹26,281
Yes
18 Sept 2026
3 Sept 2026
16 Sept 2026
3 Sept 2026
14 Sept 2026
3 Sept 2026
3 Sept 2026 - 7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Estimate | |||||
| 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 | 36.08 | cum | - | - |
| 1.002 | 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) | 36.08 | cum | - | - |
| 1.003 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 448.35 | sqm | - | - |
| 1.004 | 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) | 49.95 | cum | - | - |
| 1.005 | 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) | 0.23 | cum | - | - |
| 1.006 | 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 | 34.76 | kilogram | - | - |
| 1.007 | 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) | 7.4 | cum | - | - |
| 1.008 | 13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand) | 240.5 | sqm | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1469125.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 • 0.05 MB
BOQ_1469125.xls
BOQ • 0.23 MB
IntegrityPact.pdf
Tender Documents • 0.08 MB
Letter.pdf
Tender Documents • 0.26 MB
Prlagt.pdf
Tender Documents • 0.59 MB
sbd.pdf
Tender Documents • 1.75 MB
PerformanceGuarantee.pdf
Tender Documents • 0.01 MB
Requisition.pdf
Tender Documents • 0.00 MB
Affidavit.pdf
Tender Documents • 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 .