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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.8 LAccepted-Finance ULLOOR MCPO TVPM | THIRUVANANTHAPURAM | THIRUVANANTHAPURAM | KERALA | 695011 | ₹11.8 L | L1 | Accepted-Finance L1 |
| 2 | L2₹11.9 L+₹9,888.20 (0.84%)Rejected-Finance NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | ₹11.9 L+₹9,888.20 (0.84%) | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L4 |
| Sl No | Description | Qty | Unit | R michle L4 | NELSON .L L3 | MAHESH L2 | CHRISTUDAS P L1 |
|---|---|---|---|---|---|---|---|
| 1.00road MAintenance | |||||||
| 1.00 | OD66052/2026-2027: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. | 287.55 | sqm | 1,200 ₹3,45,060 | 1,161.27 ₹3,33,923.19 | 1,200 ₹3,45,060 | 1,077 ₹3,09,691.35 Lowest |
| 1.00 | OD66053/2026-2027: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. | 96.53 | sqm | 1,300 ₹1,25,489 | 1,237.61 ₹1,19,466.49 | 1,300 ₹1,25,489 | 1,147 ₹1,10,719.91 Lowest |
| 1.00 | OD61385/2026-2027: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 seperately and stacking of serviceable material within 50 metre lead as
per direction of Engineer-in charge .(Based on DSR.16.83 | 847.15 | sqm | 130 ₹1,10,129.5 | 136.04 ₹1,15,246.29 | 145 ₹1,22,836.75 | 126 ₹1,06,740.9 Lowest |
| 1.00 | OD61386/2026-2027:Laying old cement concrete interlocking paver block of any design /shape laid in required line
,level,curvature ,colour and pattern over and including 50 mm thick layer of 6mm aggregate
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) Based on DSR.16.84) | 847.15 | sqm | 430 ₹3,64,274.5 | 418.6 ₹3,54,616.99 | 400 ₹3,38,860 | 388 ₹3,28,694.2 Lowest |
| 1.00 | OD61381/2026-2027:Filling with contractor own earth ( excluding rock) in open areas in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering , leed up to 50 m and lift up to 1.5 m as per direction of site engineer -in-charge , DAR Mod 50.2.26.1 | 97.12 | cum | 474.64 ₹46,097.99 | 445.07 ₹43,226.09 | 350 ₹33,992.7 Lowest | 412 ₹40,014.26 |
| 1.01 | 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 | 44.49 | cum | 3,409.01 ₹1,51,656.63 | 3,196.63 ₹1,42,208.48 | 1,700 ₹75,627.9 Lowest | 2,966 ₹1,31,948.44 |
| 1.01 | OD64140/2026-2027:supplying and providing Rainwater pits using CC rings inside having diameter of suitable size
including earh work excavation erection of the rings and makeing nessessary filling at the gaps
and pointing to finish covering with covering slab of minimum thicknes of 10cm. Cost
including all material etc. to install at site at suitabke intervells | 4 | each | 9,050.76 ₹36,203.04 | 8,486.9 ₹33,947.6 | 9,000 ₹36,000 | 7,873 ₹31,492 Lowest |
| 1.01 | 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) | 10.7 | cum | 9,390.88 ₹1,00,435.46 | 8,805.83 ₹94,178.35 | 8,500 ₹90,907.5 | 8,170 ₹87,378.15 Lowest |
| 1.01 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 19.59 | cum | 1,866.18 ₹36,564.06 | 1,749.92 ₹34,286.18 | 1,000 ₹19,593 Lowest | 1,623 ₹31,799.44 |
Tender Value
₹13.6 L
EMD Value
₹33,889
Closing Date
4 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer (Fort)
OFFICE OF ASSITANT EXECUTIVE ENGINEER FORT ZONAL
261/27 Rain water pit Construction and Rennovation Tarring retarring Interlocking and Interlock maintanance work at various byelanes of cheriyamuttam to st thomas church main road st thomas church to police station main road-POONTHURA WARD
2026_LSGD_858017_5
LSGD/CELSGD/AEE4/FORT26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
TRIVANDRUM
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,889
Yes
14 Aug 2026
29 Jun 2026
6 Jul 2026
29 Jun 2026
4 Jul 2026
29 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road MAintenance | |||||
| 1.001 | OD66052/2026-2027: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. | - | sqm | - | - |
| 1.002 | OD66053/2026-2027: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 | - | - |
| 1.003 | OD61385/2026-2027: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 seperately and stacking of serviceable material within 50 metre lead as
per direction of Engineer-in charge .(Based on DSR.16.83 | 1 | sqm | - | - |
| 1.004 | OD61386/2026-2027:Laying old cement concrete interlocking paver block of any design /shape laid in required line
,level,curvature ,colour and pattern over and including 50 mm thick layer of 6mm aggregate
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) Based on DSR.16.84) | 1 | sqm | - | - |
| 1.005 | OD61381/2026-2027:Filling with contractor own earth ( excluding rock) in open areas in layers not exceeding 20 cm in depth , consolidating each deposited layer by ramming and watering , leed up to 50 m and lift up to 1.5 m as per direction of site engineer -in-charge , DAR Mod 50.2.26.1 | 0.8 | cum | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | OD64140/2026-2027:supplying and providing Rainwater pits using CC rings inside having diameter of suitable size
including earh work excavation erection of the rings and makeing nessessary filling at the gaps
and pointing to finish covering with covering slab of minimum thicknes of 10cm. Cost
including all material etc. to install at site at suitabke intervells | - | each | - | - |
| 1.008 | 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) | - | cum | - | - |
| 1.009 | 2.15:Dismantling of Cement Concrete Pavements as per Technical Specification Clause 202.<br> Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | - | cum | - | - |
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