Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 CrAccepted-Finance | ₹3.9 Cr | L1 | Accepted-Finance LI |
| Sl No | Description | Qty | Unit | T V BENOY L1 |
|---|---|---|---|---|
| 1.00APPENDIX-A-VCB Cum Foot Bridge | ||||
| 1.00 | OD52226/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | 168 | cum | 437.6 ₹73,516.80 |
| 1.00 | 60.2.2: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 | 250 | hour | 416 ₹1.0 L |
| 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 | 4,485.69 | cum | 234 ₹10.5 L |
| 1.00 | 60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | 105 | metre | 138 ₹14,490 |
| 1.00 | OD12747/2025-2026:Coconut Pile - Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end having hydraulic excavator accessibility through land | 105 | metre | 222 ₹23,310 |
| 1.01 | 60.7.2: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. | 46.21 | cum | 2,705 ₹1.2 L |
| 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) | 559.28 | cum | 8,421.9 ₹47.1 L |
| 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) | 23.46 | cum | 9,563 ₹2.2 L |
| 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 | 14,118.1 | kilogram | 102 ₹14.4 L |
Tender Value
₹4.0 Cr
EMD Value
₹1 L
Closing Date
22 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
OFFICE OF THE EXECUTIVE ENGINEER MI DIVISION SULTHAN BATHERY
Wayanad Development Package Olivayal Mattiyambam VCB CONSTRUCTION OF VCB CUM FOOT BRIDGE ALONG WITH LIFT IRRIGATION SCHEME FOR OLIVAYAL AT WARD NO 16 IN MEENANGADI PANCHAYATH General Civil Work
2026_Irrig_844919_2
IRR/IA/TR/3992/2025_5_1_1/1
Open Tender
Civil Works - Others
OLIVAYAL MEENANGADI PANCHAYATH
Please refer Tender documents.
11 documents required · 11 mandatory
₹9,759
Yes
₹1 L
Yes
27 Jun 2026
14 May 2026
26 May 2026
14 May 2026
22 May 2026
14 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1APPENDIX-A-VCB Cum Foot Bridge | ||||||
| 1.001 | OD52226/2025-2026:RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete. | - | cum | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 60.2.2: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 | - | hour | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | 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 | 1 | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | 60.64.1:Coconut Pile - Supplying and stacking well matured straight coconut post for driving down throug various strata bellow bed level including cost coveyance labour charges etc complete. | - | metre | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | OD12747/2025-2026:Coconut Pile - Driving down coconut pile to lines and levels through various strata including all hire charges and labour for fixing , staging platform and all other appliances necessary for pile driving down after pointing the bottom end having hydraulic excavator accessibility through land | - | metre | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 60.7.2: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. | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 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) | 1 | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 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) | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 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 | - | - | BI01010001010000000000000515BI0100001122 |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1437475.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 • 0.06 MB
NIT.pdf
Tender Documents • 0.04 MB
SBD.pdf
Tender Documents • 6.16 MB
BOQ_1437475.xls
BOQ • 0.40 MB
Download all tender documents and submit your bid