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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC accepted |
| 2 | L2₹5.9 LRejected-AOC | ₹5.9 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | S.R.SATHYASEELAN L2 | JOHN VICTOR G L1 |
|---|---|---|---|---|---|
| 1.00Construction of sidewall | |||||
| 1.00 | 2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared | 52.5 | sqm | 16.75 ₹879.38 | 16.71 ₹877.28 |
| 1.00 | 2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth | 1 | each | 507.3 ₹507.30 | 506 ₹506 |
| 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 | 42 | hour | 419.59 ₹17,622.78 | 418 ₹17,556 |
| 1.00 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 36 | cum | 293.32 ₹10,559.52 | 292 ₹10,512 |
| 1.00 | 60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m. | 3.25 | cum | 697.7 ₹2,267.53 | 696 ₹2,262 |
| 1.01 | 60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site | 2.27 | cum | 1,580.36 ₹3,595.32 | 1,576 ₹3,585.40 |
| 1.01 | OD30919/2025-2026:Putting up ring bund and bailing out water during the course of construction by engaging man coolie and
removing the bund after the completion of the work as directed by the department officer at site | 26 | each | 996.7 ₹25,914.20 | 994 ₹25,844 |
| 1.01 | 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 | 110.25 | cum | 237.28 ₹26,160.12 | 236 ₹26,019 |
| 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. | 31.5 | cum | 2,732.85 ₹86,084.78 | 2,726 ₹85,869 |
Tender Value
₹6.5 L
EMD Value
₹16,360
Closing Date
13 Mar 2026, 6:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Minor Irrigation Sub Division Opposite Museum Police station Observatory Hills Thiruvananthapuram 695033
GENERAL-.-Urgent Rectification work of dilapidated sidewall of Kaapaleeshwaram pond in Aattipra ward of TVM Coorporation.- General Civil Work
2026_Irrig_846155_1
IRR/IA/TR/6584/2025_5_1_1/1
Open Tender
Civil Works - Water Works
Aattipra ward of trivandrum corporation
Please refer tender documents
5 documents required · 5 mandatory
₹1,445
Yes
₹16,360
Yes
4 Jun 2026
10 Mar 2026
16 Mar 2026
10 Mar 2026
13 Mar 2026
10 Mar 2026
Construction of sidewall
2.31:Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared
2.33.1:Felling trees of the girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material.Beyound 30 cm girth up to and including 60 cm girth
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
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
60.7.3:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m.
60.7.8:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
OD30919/2025-2026:Putting up ring bund and bailing out water during the course of construction by engaging man coolie and removing the bund after the completion of the work as directed by the department officer at site
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
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.
60.7.1: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 officers at site
4.3.2:Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
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)
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
13.1.2:12 mm cement plaster of mix:1:6 (1 cement : 6 fine sand).
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
13.44.1:Finishing walls with water proofing cement paint of required shade:New work (Two or more coats applied @ 3.84 kg/10 sqm)
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