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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.7 LAdmitted-Fee/PreQual/Technical/Finance NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹16.9 L+₹1.2 L (7.57%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹16.9 L+₹1.2 L (7.71%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | M RASHEED L3 | K.V.JAYAPRAKASH L2 | MAHESH L1 |
|---|---|---|---|---|---|---|
| 1.00MAINTENANCE | ||||||
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 34.65 | cum | 3,409.01 ₹1,18,122.2 | 3,408 ₹1,18,087.2 | 2,000 ₹69,300 Lowest |
| 1.00 | OD66609/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 60 mm Blocks (M30) of
approved size, design and shape, laid in required pattern over and including a bed of 6 mm
stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in
Charge. | 458.4 | sqm | 1,238.42 ₹5,67,691.73 | 1,237 ₹5,67,040.8 | 1,200 ₹5,50,080 Lowest |
| 1.00 | OD66670/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of
approved size, design and shape, laid in required pattern over and including a bed of 6 mm
stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in
Charge. | 378 | sqm | 1,319.84 ₹4,98,899.52 | 1,318 ₹4,98,204 | 1,250 ₹4,72,500 Lowest |
| 1.00 | OD66751/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including
removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which
payment shall be made separately and stacking of serviceable material within 50 metre lead as
per direction of Engineer-in-Charge | 112 | sqm | 145.08 ₹16,248.96 | 145 ₹16,240 | 130 ₹14,560 Lowest |
| 1.00 | OD66750/2026-2027:Laying old cement concrete interlocking paver blocks of any design/ shape laid in
required line, level, curvature, colour and pattern over and including 80 mm thick
compacted bed of coarse sand, filling the joints with fine sand etc. all complete
as per the direction of Engineer-in-charge. (Old CC paver blocks shall be
supplied by the department free of cost.) | 89.6 | sqm | 523.16 ₹46,875.14 | 522 ₹46,771.2 | 471 ₹42,201.6 Lowest |
| 1.01 | OD73337/2026-2027:Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller | 240 | sqm | 7.97 ₹1,912.8 | 7.5 ₹1,800 | 7.2 ₹1,728 Lowest |
| 1.01 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 18 | cum | 3,832.66 ₹68,987.88 | 3,832 ₹68,976 | 3,450 ₹62,100 Lowest |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 240 | sqm | 80.42 ₹19,300.8 | 80 ₹19,200 | 72.5 ₹17,400 Lowest |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 240 | sqm | 19.29 ₹4,629.6 | 19 ₹4,560 | 17.4 ₹4,176 Lowest |
Tender Value
₹16.9 L
EMD Value
₹42,345
Closing Date
7 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer (Fort)
OFFICE OF ASSISTANT EXECUTIVE ENGINEER FORT ZONAL TRIVANDRUM CORPORATION
426/26-27 VARIOUS ROAD TARRING AND INTERLOCKING IN MUTTATHARA AREA OF SREEVARAHAM WARD
2026_LSGD_858317_4
LSGD/CELSGD/AEE4/FORT26-27(2)
Open Tender
Civil Works - Roads
Item Rate
180 days
TRIVANDRUM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,345
Yes
9 Jul 2026
1 Jul 2026
9 Jul 2026
1 Jul 2026
7 Jul 2026
1 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1MAINTENANCE | |||||
| 1.001 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.002 | OD66609/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 60 mm Blocks (M30) of
approved size, design and shape, laid in required pattern over and including a bed of 6 mm
stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in
Charge. | 1 | sqm | - | - |
| 1.003 | OD66670/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of
approved size, design and shape, laid in required pattern over and including a bed of 6 mm
stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in
Charge. | - | sqm | - | - |
| 1.004 | OD66751/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including
removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which
payment shall be made separately and stacking of serviceable material within 50 metre lead as
per direction of Engineer-in-Charge | - | sqm | - | - |
| 1.005 | OD66750/2026-2027:Laying old cement concrete interlocking paver blocks of any design/ shape laid in
required line, level, curvature, colour and pattern over and including 80 mm thick
compacted bed of coarse sand, filling the joints with fine sand etc. all complete
as per the direction of Engineer-in-charge. (Old CC paver blocks shall be
supplied by the department free of cost.) | 1 | sqm | - | - |
| 1.006 | OD73337/2026-2027:Scarifying the existing road surface to a depth of 150mm and compacting aggregate obtained from scarifying with power roller | - | sqm | - | - |
| 1.007 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.008 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | - | - |
| 1.009 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
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