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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.2 LAccepted-AOC | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | M.M.SHANAVAS L1 |
|---|---|---|---|---|
| 1.00Rectification Works | ||||
| 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 | 280 | sqm | 17.56 ₹4,916.8 Lowest |
| 1.00 | OD14189/2025-2026:Engaging man coolie for removing existing roots of tree from inside and outside of aqueduct. | 9 | each | 1,044.95 ₹9,404.55 Lowest |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 17.96 | cum | 2,430.35 ₹43,639.36 Lowest |
| 1.00 | 15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead. | 19.5 | sqm | 54.57 ₹1,064.12 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 | 25 | hour | 440.15 ₹11,003.75 Lowest |
| 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 | 3.85 | cum | 248.77 ₹957.76 Lowest |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 239.68 | sqm | 372.88 ₹89,371.88 Lowest |
| 1.01 | 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) | 37.63 | cum | 8,274.36 ₹3,11,364.17 Lowest |
| 1.01 | OD13750/2025-2026:Supplying and fixing high performance Thermo Plastic Elastomeric (TPE) expansion jointing tape of 10cm width bonded using a 2K Thixotropic epoxy adhesive by waterproofing expert, including cleaning, removing all dirt, dust making good and even the surface including all other incidental charges, etc. complete. | 75 | metre | 2,704.05 ₹2,02,803.75 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,179
Closing Date
9 Oct 2025, 11:00 amClosed
Assistant Executive Engineer
PVIP Sub Division No IV Aluva
Rectification of canal lining between ch.9.872 km and 9.972km of Edappally branch canal including maintenanance of Kangarapady aqueduct between ch. 9.972km and 10.100km
2025_Irrig_801342_2
20/AEE/PVIP/2025-26
Open Tender
Civil Works - Canal
Item Rate
180 days
Aluva
7 documents required · 7 mandatory
₹1,870
Yes
₹21,179
Yes
11 Nov 2025
4 Oct 2025
10 Oct 2025
4 Oct 2025
9 Oct 2025
4 Oct 2025
4 Oct 2025 - 9 Oct 2025
Amount
Rectification Works
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
OD14189/2025-2026:Engaging man coolie for removing existing roots of tree from inside and outside of aqueduct.
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.56:Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
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
2.6.1: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
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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)
OD13750/2025-2026:Supplying and fixing high performance Thermo Plastic Elastomeric (TPE) expansion jointing tape of 10cm width bonded using a 2K Thixotropic epoxy adhesive by waterproofing expert, including cleaning, removing all dirt, dust making good and even the surface including all other incidental charges, etc. complete.
4.12:Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer's specification .
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
OD13746/2025-2026:Providing steel scaffolding with 40 mm dia M.S. tube, placed 0.5 metre centre to centre, horizontally and 1.00mc/c vertically with vertical and horizondal tubes and maintaining it in a serviceable condition for execution of work .The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-Charge. Note: - ( 1) The evaluational area of the scaffolding shall be measured for payment purpose, (2) The payment will be made once only for execution of all items of such works.
Bidder Name
M.M.SHANAVAS
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