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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.2 LAdmitted-Fee/PreQual/Technical/Finance TENDER DOCUMENTS DO NOT CONTAIN THE FULL ADDRESS FOR THIS PRIVATE COMPANY | L1 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | SHEJEEB TM L1 |
|---|---|---|---|---|
| 1.00DETAILED ESTIMATE | ||||
| 1.00 | OD4209/2025-2026:Engaging Hydraulic excavator with all charges including fuel,driveretc for various works including cleaning ,removing of boulders ,debris,logs,site clearance etc... all as per the the direction of departmental officer at site | 32 | hour | 1,467.17 ₹46,949.44 Lowest |
| 1.00 | OD4927/2025-2026:Engaging man mazdoor for various works to execute the work as per the direction of the departmental officers at site | 47 | 1 nos | 1,081.53 ₹50,831.91 Lowest |
| 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 | 7.5 | cum | 257.63 ₹1,932.23 Lowest |
| 1.00 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 10 | metre | 1,735.64 ₹17,356.4 Lowest |
| 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 | 225 | hour | 455.55 ₹1,02,498.75 Lowest |
| 1.01 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | 25 | Day | 1,081.53 ₹27,038.25 Lowest |
| 1.01 | OD5121/2025-2026:Chiseling in hard rock ,measured in solid , disposing the debris outside the periphery of area as per direction of dept.offcers at site. | 95.69 | per sqm | 2,089.6 ₹1,99,960.09 Lowest |
| 1.01 | 60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | 150 | each | 548.29 ₹82,243.5 Lowest |
| 1.01 | 16.96:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10%Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD),mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbersof openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge | 20 | cum | 5,202.96 ₹1,04,059.2 Lowest |
Tender Value
₹15.2 L
EMD Value
₹38,120
Closing Date
24 Sept 2026, 3:00 pmClosed
Executive Engineer
Executive Engineer Irrigation Division Office Kollam
DEPOSIT Forest Providing eco-friendly facilities to Tourists at Kumbhavurutty water falls phase II General Civil Work
2026_Irrig_856078_4
IRR/IA/TR/2782/2025_5_1_1/1
Open Tender
Civil Works - Others
Item Rate
270 days
Kumbhavurutty
Please refer tender document
11 documents required · 11 mandatory
₹2,760
₹38,120
Yes
26 Sept 2026
11 Sept 2026
25 Sept 2026
11 Sept 2026
24 Sept 2026
11 Sept 2026
11 Sept 2026 - 24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1DETAILED ESTIMATE | |||||
| 1.001 | OD4209/2025-2026:Engaging Hydraulic excavator with all charges including fuel,driveretc for various works including cleaning ,removing of boulders ,debris,logs,site clearance etc... all as per the the direction of departmental officer at site | 32 | hour | - | - |
| 1.002 | OD4927/2025-2026:Engaging man mazdoor for various works to execute the work as per the direction of the departmental officers at site | 47 | 1 nos | - | - |
| 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 | 7.5 | cum | - | - |
| 1.004 | 60.1.1:RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete. | 10 | metre | - | - |
| 1.005 | 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 | 225 | hour | - | - |
| 1.006 | 60.2.7:BAILING OUT WATER BY ENGAGING COOLIE - Bailing out water by engaging coolie where ever necessary where pumping with engine and pump set not possible | 25 | Day | - | - |
| 1.007 | OD5121/2025-2026:Chiseling in hard rock ,measured in solid , disposing the debris outside the periphery of area as per direction of dept.offcers at site. | 95.69 | per sqm | - | - |
| 1.008 | 60.5.2:DOWEL BARS - Supplying and providing MS dowel bars of size 16 mm dia of 2m long (1m in rock and 1m in concrete ) including drilling holes of 20mm dia to a depth of 1m in rock and filling the gap with cement grout( 0.10kg/each) etc complete. | 150 | each | - | - |
| 1.009 | 16.96:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ±2%), Zinic+10%Al alloy+PVC coated, Mesh wire diameter 2.7/3.7mm (ID/OD),mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbersof openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge | 20 | cum | - | - |
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