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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹2.6 CrAccepted-AOC | ₹2.6 Cr | 1 | Accepted-AOC L1 |
| 2 | 2₹2.6 Cr+₹3.6 L (1.39%)Rejected-Finance THONIPALLAM HOUSE THEKKEDESAM POST NALLEPILLY PALAKKAD 678 553 | PALAKKAD | KERALA | 678553 | ₹2.6 Cr+₹3.6 L (1.39%) | 2 | Rejected-Finance L2 |
| 3 | 3₹2.8 Cr+₹15.8 L (6.03%)Rejected-Finance | ₹2.8 Cr+₹15.8 L (6.03%) | 3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L7 |
| 5 | Rejected-Technical KOOTAPPURAKKAL HO POTTA KUMBALACODE PO PAZHAYANNUR 680587 THRISSUR | PAZHAYANNUR | THRISSUR | KERALA | 680587 | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | K.M.ABBAS L4 | A.SURESH L2 | np constructions L5 | POULOSE VARGHESE L6 | K HARINARAYANAN L3 | C MUKUNDAN L7 | MENOMTHOTTI INFRASTRUCTURE PRIVATE LIMITED L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | ||||||||||
| 1.00 | 2.3.A.2:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A.Lead upto 100 m (ii) Girth above 600 mm to 900 mm | 4 | each | 1,081.17 ₹4,324.68 | 1,000 ₹4,000 | 1,047.73 ₹4,190.92 | 1,114.61 ₹4,458.44 | 1,044.94 ₹4,179.76 | 1,109.04 ₹4,436.16 | 985.32 ₹3,941.28 Lowest |
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 435 | sqm | 15.16 ₹6,594.6 | 15 ₹6,525 | 15.04 ₹6,542.4 | 16.01 ₹6,964.35 | 5 ₹2,175 Lowest | 15.93 ₹6,929.55 | 14.15 ₹6,155.25 |
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1,715.85 | cum | 64.93 ₹1,11,410.14 | 61 ₹1,04,666.85 | 64.45 ₹1,10,586.53 | 68.57 ₹1,17,655.83 | 64.28 ₹1,10,294.84 | 68.23 ₹1,17,072.45 | 60.62 ₹1,04,014.83 Lowest |
| 1.00 | OD62666/2025-2026:Filling with quarry muck
Filling up low laying and water logged areas with local materials/quarry muck spreading in layers,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade. | 66 | cum | 897.32 ₹59,223.12 | 853 ₹56,298 | 890.68 ₹58,784.88 | 900 ₹59,400 | 888.31 ₹58,628.46 | 942.8 ₹62,224.8 | 837.63 ₹55,283.58 Lowest |
| 1.00 | 3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 | 75 | cum | 1,408.18 ₹1,05,613.5 | 1,340 ₹1,00,500 | 1,397.78 ₹1,04,833.5 | 1,350 ₹1,01,250 | 1,394.06 ₹1,04,554.5 | 1,479.57 ₹1,10,967.75 | 1,314.51 ₹98,588.25 Lowest |
| 1.01 | 4.1.A.1: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 711.48 | cum | 3,160.97 ₹22,48,966.94 | 3,000 ₹21,34,440 | 3,137.6 ₹22,32,339.65 | 3,400 ₹24,19,032 | 3,129.26 ₹22,26,405.9 | 3,321.19 ₹23,62,960.26 | 2,950.69 ₹20,99,356.92 Lowest |
| 1.01 | OD535967/2025-2026:Granular Sub-base with well graded material obtained from scarification/dismantling of existing pavements spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | 31.32 | cum | 230.04 ₹7,204.85 | 219 ₹6,859.08 | 228.34 ₹7,151.61 | 200 ₹6,264 Lowest | 227.73 ₹7,132.5 | 241.71 ₹7,570.36 | 214.74 ₹6,725.66 |
| 1.01 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 888.86 | cum | 3,551.85 ₹31,57,111.6 | 3,350 ₹29,77,694.4 | 3,525.6 ₹31,33,778.92 | 3,500 ₹31,11,024 | 3,516.22 ₹31,25,441.37 | 3,731.89 ₹33,17,142.67 | 3,315.57 ₹29,47,090.81 Lowest |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 5,719.5 | sqm | 76.11 ₹4,35,311.15 | 75 ₹4,28,962.5 | 75.54 ₹4,32,051.03 | 80 ₹4,57,560 | 75.34 ₹4,30,907.13 | 79.97 ₹4,57,388.42 | 71.05 ₹4,06,370.48 Lowest |
Tender Value
₹3.0 Cr
EMD Value
₹1 L
Closing Date
22 Jun 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER DISTRICT PANACHYATH OFFICE PALAKKAD
Budget 2019-20 Construction of Chullimada Marakkavu Malayapothi Chithalipalam road
2026_LSGD_853708_13
01/EE/ET/2026-27 DT-30/05/2026
Open Tender
Civil Works - Others
Item Rate
365 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹8,270
Yes
₹1 L
Yes
11 Aug 2026
2 Jun 2026
24 Jun 2026
2 Jun 2026
22 Jun 2026
2 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 2.3.A.2:Cutting of Trees including Cutting of Trunks, Branches and Removal of Stumps Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts as per Technical Specification Clause 201. A.Lead upto 100 m (ii) Girth above 600 mm to 900 mm | - | each | - | - |
| 1.002 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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 | - | - |
| 1.003 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 1 | cum | - | - |
| 1.004 | OD62666/2025-2026:Filling with quarry muck
Filling up low laying and water logged areas with local materials/quarry muck spreading in layers,levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade. | - | cum | - | - |
| 1.005 | 3.9.1:Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per Technical Specification Clause 302.3.5 | - | cum | - | - |
| 1.006 | 4.1.A.1: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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | - | cum | - | - |
| 1.007 | OD535967/2025-2026:Granular Sub-base with well graded material obtained from scarification/dismantling of existing pavements spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. | - | cum | - | - |
| 1.008 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 0.6 | cum | - | - |
| 1.009 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | - | sqm | - | - |
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