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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹5.9 L+₹25,447.28 (4.48%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C J JOY L1 | Abdul Basheer.NC L2 |
|---|---|---|---|---|---|
| 1.00Road Renovation | |||||
| 1.00 | 2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement Mortar | 0.7 | cum | 763 ₹534.1 Lowest | 1,500 ₹1,050 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 0.7 | cum | 6,847 ₹4,792.9 | 4,600 ₹3,220 Lowest |
| 1.00 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.07 | tonne | 1,00,926 ₹6,661.12 Lowest | 1,05,000 ₹6,930 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.82 | cum | 9,554 ₹7,882.05 Lowest | 9,900 ₹8,167.5 |
| 1.00 | OD161539/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in
allakinds of soil | 52.7 | sqm | 36 ₹1,897.2 Lowest | 40 ₹2,108 |
| 1.01 | 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. | 276 | sqm | 16 ₹4,416 Lowest | 20 ₹5,520 |
| 1.01 | OD124149/2026-2027: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 complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 16.89 | cum | 3,144 ₹53,117.88 Lowest | 3,500 ₹59,132.5 |
| 1.01 | 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) | 50.69 | cum | 9,562 ₹4,84,649.97 Lowest | 9,900 ₹5,01,781.5 |
| 1.01 | OD124204/2026-2027:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc | 1 | no | 3,511 ₹3,511 Lowest | 5,000 ₹5,000 |
Tender Value
₹5.7 L
EMD Value
₹14,190
Closing Date
13 Oct 2026, 11:00 amClosed
Assistant Engineer, LSGD(EW) Section, Sreekrishnap
O/o Assistant Engineer LSGD(EW) Section Sreekrishnapuram Grama Panchayath
P.No.9/26-27/Sreekrishnapuram GP - Para - Ragam corner road ward 13-Road renovation
2026_LSGD_874230_1
TR/61470/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Sreekrishnapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,255
Yes
₹14,190
Yes
17 Oct 2026
3 Oct 2026
15 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | 2.7.B:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.(B) Rubble Stone Masonry in Cement Mortar | 0.7 | cum | - | - |
| 1.002 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 0.7 | cum | - | - |
| 1.003 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.07 | tonne | - | - |
| 1.004 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 0.83 | cum | - | - |
| 1.005 | OD161539/2026-2027:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in
allakinds of soil | 52.7 | sqm | - | - |
| 1.006 | 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. | 276 | sqm | - | - |
| 1.007 | OD124149/2026-2027: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 complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 16.9 | cum | - | - |
| 1.008 | 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) | 50.69 | cum | - | - |
| 1.009 | OD124204/2026-2027:Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc | 1 | no | - | - |
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