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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-AOC | ₹2.1 L | L1 | Accepted-AOC ACCEPTED |
| 2 | L2₹2.3 L+₹19,442.79 (9.19%)Rejected-AOC | ₹2.3 L+₹19,442.79 (9.19%) | L2 | Rejected-AOC HIRE RATE |
| Sl No | Description | Qty | Unit | MUHAMMED SHAREEF L2 | MUHAMMED MUSTHAFA L1 |
|---|---|---|---|---|---|
| 1.00POTHU KINAR NAVEEKARANAM | |||||
| 1.00 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | 30 | hour | 360 ₹10,800 | 345.54 ₹10,366.2 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 | 10.17 | cum | 260 ₹2,645.24 | 257.63 ₹2,621.13 Lowest |
| 1.00 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | 41.97 | cum | 160 ₹6,714.56 | 131.02 ₹5,498.39 Lowest |
| 1.00 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 2.42 | cum | 9,900 ₹23,918.4 | 9,847.37 ₹23,791.25 Lowest |
| 1.00 | 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 | 60.4 | kilogram | 120 ₹7,248 | 112.43 ₹6,790.77 Lowest |
| 1.01 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | 48.33 | sqm | 320 ₹15,464 | 308.96 ₹14,930.49 Lowest |
| 1.01 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | 5,000 | Litre | 15 ₹75,000 | 12.15 ₹60,750 Lowest |
| 1.01 | OD452647/2025-2026:supplying erecting submersible pump (Three phase ) to Borewell, using best quality, ISI motor and pump to suit the bore well, including cost of column pipe (UPVC) , UG cable, Nylon rope and all other
fitting to including panel board etc and all charges for conveyance of materials, labour and taking connection from KSEB (charges for electrical connection paid separately) etc complete | 3 | HP (Horse power) | 19,000 ₹57,000 | 18,134.5 ₹54,403.5 Lowest |
| 1.01 | 50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 | 40 | metre | 400 ₹16,000 | 391.06 ₹15,642.4 Lowest |
Tender Value
₹2.1 L
EMD Value
₹5,291
Closing Date
23 Jul 2026, 3:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION THACHANATTUKARA GP
Annual Plan-106/2025-26 Cholodu Poovathumparamb Pothukinar Naveekaranam-Ward 13 Thachanattukara GP
2026_LSGD_860365_22
01/2026-27/AE/LID-EW/TNK
Open Tender
Civil Works - Others
Item Rate
180 days
THACHANATTUKARA GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹555
Yes
₹5,291
Yes
3 Sept 2026
15 Jul 2026
25 Jul 2026
15 Jul 2026
23 Jul 2026
15 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1POTHU KINAR NAVEEKARANAM | |||||
| 1.001 | 50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete | - | hour | - | - |
| 1.002 | 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 | - | - |
| 1.003 | 2.26.1:Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil | - | cum | - | - |
| 1.004 | 5.7:Reinforced cement concrete work in well - steining excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone - III) derived from natural
sources derived from natural
sources: 3 graded stone aggregate 20 mm nominal size derived from natural
sources derived from natural
sources) | 1 | cum | - | - |
| 1.005 | 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 | 1 | kilogram | - | - |
| 1.006 | 5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining | - | sqm | - | - |
| 1.007 | 18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. | - | Litre | - | - |
| 1.008 | OD452647/2025-2026:supplying erecting submersible pump (Three phase ) to Borewell, using best quality, ISI motor and pump to suit the bore well, including cost of column pipe (UPVC) , UG cable, Nylon rope and all other
fitting to including panel board etc and all charges for conveyance of materials, labour and taking connection from KSEB (charges for electrical connection paid separately) etc complete | - | HP (Horse power) | - | - |
| 1.009 | 50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2 | - | metre | - | - |
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