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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.3 LAccepted-AOC | ₹8.3 L | 1 | Accepted-AOC low accepted |
| 2 | 2₹8.8 L+₹49,687.35 (5.98%)Rejected-AOC | ₹8.8 L+₹49,687.35 (5.98%) | 2 | Rejected-AOC high rejected |
| 3 | 3₹9.1 L+₹75,587.22 (9.10%)Rejected-AOC | ₹9.1 L+₹75,587.22 (9.10%) | 3 | Rejected-AOC high rejected |
| 4 | 4₹9.3 L+₹1.0 L (12.4%)Rejected-AOC KAVIKKUNNEL H KUNNACKAL P O MUVATTUPUZHA | MUVATTUPUZHA | KERALA | ₹9.3 L+₹1.0 L (12.4%) | 4 | Rejected-AOC high rejected |
| Sl No | Description | Qty | Unit | LONAKUTTY K P L2 | TENNY T J L3 | George Kutty L4 | poulose k v L1 |
|---|---|---|---|---|---|---|---|
| 1.00Lift irrigation | |||||||
| 1.00 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | 1,047 | metre | 578.26 ₹6,05,438.22 | 600 ₹6,28,200 | 613.31 ₹6,42,135.57 | 541 ₹5,66,427 Lowest |
| 1.00 | 18.31.1.1:Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):
100 mm diameterClass I | 1 | no | 5,087.42 ₹5,087.42 | 5,087.42 ₹5,087.42 | 5,395.75 ₹5,395.75 | 5,000 ₹5,000 Lowest |
| 1.00 | OD454725/2025-2026:Supplying and fixing MS flanges to suit the 100 mm dia 75mm depth with make necessary holes ,nuts and bolts cutting welding jointing grinding painting ,rubber packing etc complete | 2 | each | 1,149.88 ₹2,299.76 | 1,149.88 ₹2,299.76 | 1,219.57 ₹2,439.14 | 1,000 ₹2,000 Lowest |
| 1.00 | OD399727/2025-2026:Taking connection from 110 mm dia 6 kgf/cm2 pipe line including jointing with the 110 mm Tee connecting to 110 mm dia 6 kgf /cm2 for a length of 1.5 m and 110 mm dia bend and PVC ball valve at the end of each connection including all cost and conveyance of labour and materials . | 87 | each | 2,163.93 ₹1,88,261.91 | 2,200 ₹1,91,400 | 2,295.07 ₹1,99,671.09 | 2,100 ₹1,82,700 Lowest |
| 1.00 | OD436676/2025-2026:Supplying and fixing CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 200mm. | 1 | each | 13,258.19 ₹13,258.19 | 13,258.19 ₹13,258.19 | 14,061.71 ₹14,061.71 | 13,000 ₹13,000 Lowest |
| 1.01 | OD436681/2025-2026:Supplying and fixing MS flanges to suit the 150 mm dia 75mm depth with make necessary holes ,nuts and bolts cutting welding jointing grinding painting ,rubber packing etc complete | 2 | each | 1,437.36 ₹2,874.72 | 1,437.36 ₹2,874.72 | 1,524.47 ₹3,048.94 | 1,000 ₹2,000 Lowest |
| 1.01 | 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) | 4.63 | cum | 2,491.76 ₹11,549.31 | 2,491.76 ₹11,549.31 | 2,642.77 ₹12,249.24 | 2,000 ₹9,270 Lowest |
| 1.01 | OD505474/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with Plate compactor to achieve the desired density, complete as per
Technical Specification Clause 401. (i) For Grading I Material | 3.09 | cum | 2,204.75 ₹6,812.68 | 2,204.75 ₹6,812.68 | 2,338.37 ₹7,225.56 | 2,000 ₹6,180 Lowest |
| 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) | 4.63 | cum | 9,143.61 ₹42,380.63 | 9,143.61 ₹42,380.63 | 9,697.76 ₹44,949.12 | 9,100 ₹42,178.5 Lowest |
Tender Value
₹8.9 L
EMD Value
₹22,221
Closing Date
21 Mar 2026, 3:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LSGD SECTION NENMANIKKARA GP CHITTISSERY.P.O, THRISSUR-680301
Annual plan-Nenmanikkara G P 2025-26 (Project NO.113)- Eravakkad Lift Irrigation Renovation in ward 9
2026_LSGD_845858_6
12/AE/LSGD/NMR/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
chittissery
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,960
₹22,221
14 Aug 2026
11 Mar 2026
23 Mar 2026
11 Mar 2026
21 Mar 2026
11 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Lift irrigation | |||||
| 1.001 | 50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2 | - | metre | - | - |
| 1.002 | 18.31.1.1:Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):
100 mm diameterClass I | - | no | - | - |
| 1.003 | OD454725/2025-2026:Supplying and fixing MS flanges to suit the 100 mm dia 75mm depth with make necessary holes ,nuts and bolts cutting welding jointing grinding painting ,rubber packing etc complete | - | each | - | - |
| 1.004 | OD399727/2025-2026:Taking connection from 110 mm dia 6 kgf/cm2 pipe line including jointing with the 110 mm Tee connecting to 110 mm dia 6 kgf /cm2 for a length of 1.5 m and 110 mm dia bend and PVC ball valve at the end of each connection including all cost and conveyance of labour and materials . | - | each | - | - |
| 1.005 | OD436676/2025-2026:Supplying and fixing CI Non Return Valve, Conforming to IS 5312 Part I - 1984, PN 1.0, Size 200mm. | - | each | - | - |
| 1.006 | OD436681/2025-2026:Supplying and fixing MS flanges to suit the 150 mm dia 75mm depth with make necessary holes ,nuts and bolts cutting welding jointing grinding painting ,rubber packing etc complete | - | each | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | OD505474/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method
Construction of granular sub-base by providing well graded material, spreading in uniform
layers with motor grader on prepared surface, mixing by mix in place method with rotavator at
OMC, and compacting with Plate compactor to achieve the desired density, complete as per
Technical Specification Clause 401. (i) For Grading I Material | 1 | cum | - | - |
| 1.009 | 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 | - | - |
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