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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Fee/PreQual/Technical/Finance CHOCHUPARAMBIL ERATTUPETTA | IDUKKI | KERALA | 685501 | ₹2.0 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹2.1 L+₹1,514.87 (0.74%)Admitted-Fee/PreQual/Technical/Finance | ₹2.1 L+₹1,514.87 (0.74%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹2.1 L+₹5,070.26 (2.48%)Admitted-Fee/PreQual/Technical/Finance | ₹2.1 L+₹5,070.26 (2.48%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹2.1 L+₹5,781.70 (2.82%)Admitted-Fee/PreQual/Technical/Finance AIKKARANAD G P 2024 25 P NO 245 KADAMATTOM SCHOO IMAINTENANCE WARD 7 | IDUKKI | KERALA | 685501 | ₹2.1 L+₹5,781.70 (2.82%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ELDHO O M L3 | P.V.George L4 | SHAJI K P L2 | SHAHUL HAMEED L1 |
|---|---|---|---|---|---|---|---|
| 1.00Tile work | |||||||
| 1.00 | OD7325/2026-2027:sectioning up to 150mm and forming the surface for old road way levelling, cambering etc complete as per direction of engineer in charge | 45 | sqm | 27.61 ₹1,242.45 | 27.71 ₹1,246.95 | 27.14 ₹1,221.3 | 27 ₹1,215 Lowest |
| 1.00 | 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 | 13.28 | cum | 2,954.02 ₹39,214.62 | 2,964.04 ₹39,347.63 | 2,903.96 ₹38,550.07 | 2,883 ₹38,271.83 Lowest |
| 1.00 | OD7351/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge | 151.2 | sqm | 1,026.89 ₹1,55,265.77 | 1,030.37 ₹1,55,791.94 | 1,009.49 ₹1,52,634.89 | 1,002 ₹1,51,502.4 Lowest |
| 1.00 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.73 | cum | 8,130.26 ₹14,089.74 | 8,157.82 ₹14,137.5 | 7,992.46 ₹13,850.93 | 7,936 ₹13,753.09 Lowest |
Tender Value
₹2.4 L
EMD Value
₹5,927
Closing Date
10 Sept 2026, 5:00 pmClosed
ASST. ENGINEER
O/O AE,CHOTTANIKKARA GP
Chaithanya Road Tile Paving in Chottanikkara GP
2026_LSGD_867441_1
29/AE/26-27/LSGD/CHKRA/171
Open Tender
Civil Works - Roads
Item Rate
180 days
CHOTTANIKKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹555
Yes
₹5,927
Yes
15 Sept 2026
3 Sept 2026
11 Sept 2026
3 Sept 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Tile work | |||||
| 1.001 | OD7325/2026-2027:sectioning up to 150mm and forming the surface for old road way levelling, cambering etc complete as per direction of engineer in charge | 45 | sqm | - | - |
| 1.002 | 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 | 13.28 | cum | - | - |
| 1.003 | OD7351/2026-2027:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40
hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted
bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge | 151.2 | sqm | - | - |
| 1.004 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1.73 | cum | - | - |
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