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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.0 LAccepted-Finance | ₹3.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹3.2 L+₹10,235.41 (3.36%)Accepted-Finance CHERKALA CHENGALA KASARGOD KERALA 671541 | KASARAGOD | KERALA | 671541 | ₹3.2 L+₹10,235.41 (3.36%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Rejected |
| 5 | Rejected-Technical KERALA KL | - | - | Rejected-Technical Rejected |
| Sl No | Description | Qty | Unit | C H ABDUL RAHIMAN L8 | BM ABDHULLA L2 | MOIDEEN MAHFOOS E M L7 | SAYID SUHAIB C A L1 | TA MOHAMMED KUNHI L6 | AHAMAD MASHOOD K L3 | ABDUL KHADER C A L4 | ABDULLA K I L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Improvements | |||||||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 304 | sqm | 12 ₹3,648 | 11.21 ₹3,407.84 | 12.47 ₹3,790.88 | 10.8 ₹3,283.2 Lowest | 12.33 ₹3,748.32 | 11.27 ₹3,426.08 | 11.37 ₹3,456.48 | 11.94 ₹3,629.76 |
| 1.00 | OD18560/2026-2027:Granular sub-base/base/surface course with scarified serviceable (dept.) materials by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | 22.8 | cum | 170 ₹3,876 | 142.5 ₹3,249 | 158.74 ₹3,619.27 | 137.54 ₹3,135.91 Lowest | 157 ₹3,579.6 | 143.46 ₹3,270.89 | 144.57 ₹3,296.2 | 140.27 ₹3,198.16 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 45.6 | cum | 7,909 ₹3,60,650.4 | 6,695.57 ₹3,05,317.99 | 7,477.41 ₹3,40,969.9 | 6,478.74 ₹2,95,430.54 Lowest | 7,395.53 ₹3,37,236.17 | 6,757.65 ₹3,08,148.84 | 6,792.74 ₹3,09,748.94 | 7,130.13 ₹3,25,133.93 |
| 1.00 | OD18562/2026-2027: Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
8.2.2.2 Area of slab over 0.50 sqm | 0.27 | sqm | 3,900 ₹1,053 | 2,720.8 ₹734.62 Lowest | 3,490.62 ₹942.47 | 3,024.42 ₹816.59 | 3,452.4 ₹932.15 | 3,154.62 ₹851.75 | 2,760.28 ₹745.28 | 3,423.6 ₹924.37 |
| 1.00 | OD18561/2026-2027:16.21. Engraving letters in hard stone | 310 | per Letter per cm height | 9 ₹2,790 | 7.97 ₹2,470.7 | 8.48 ₹2,628.8 | 7.35 ₹2,278.5 Lowest | 8.38 ₹2,597.8 | 7.66 ₹2,374.6 | 8.09 ₹2,507.9 | 7.73 ₹2,396.3 |
Tender Value
₹4.2 L
EMD Value
₹10,588
Closing Date
27 Jun 2026, 1:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER,KASARAGOD BLOCK PANCHAYATH
Annual Plan-KBP P No. 48/2026-27 DELI SAADIYA HOSPITAL QUARTERS ROAD CONCRETE-IN CHEMMANAD GP-General Civil Work
2026_LSGD_856704_1
ET-01/2026-27/AE/LSGD/BPKSD
Open Tender
Civil Works - Roads
Item Rate
180 days
KASARGOD BLOCK PANCHAYATH
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,588
Yes
11 Aug 2026
19 Jun 2026
29 Jun 2026
19 Jun 2026
27 Jun 2026
19 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Improvements | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | - | sqm | - | - |
| 1.002 | OD18560/2026-2027:Granular sub-base/base/surface course with scarified serviceable (dept.) materials by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. | - | cum | - | - |
| 1.003 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.004 | OD18562/2026-2027: Providing and fixing 18 mm thick gang saw cut, mirror, polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations, of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 ( 1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels.
8.2.2.2 Area of slab over 0.50 sqm | - | sqm | - | - |
| 1.005 | OD18561/2026-2027:16.21. Engraving letters in hard stone | - | per Letter per cm height | - | - |
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