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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.1 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical AYILOOR PO PALAKKAD PIN 678510 | PALAKKAD | KERALA | 678510 | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L5 | |
| 4 | Rejected-Technical | - | Rejected-Technical L2 | |
| 5 | Rejected-Technical | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | SAJITH S L1 | J SHYNI L2 | JINESH S L6 | AJMAL A L3 | ANOOP A S L5 | SHYLOCK A L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Raod maintainance and concrete | |||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 15 | cum | 321.78 ₹4,826.7 Lowest | 338.44 ₹5,076.6 | 389.48 ₹5,842.2 | 344.35 ₹5,165.25 | 383.16 ₹5,747.4 | 352.02 ₹5,280.3 |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | 21.85 | cum | 1,815.9 ₹39,677.42 Lowest | 1,909.88 ₹41,730.88 | 2,197.93 ₹48,024.77 | 1,943.25 ₹42,460.01 | 2,162.28 ₹47,245.82 | 1,986.54 ₹43,405.9 |
| 1.00 | 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) | 88.31 | cum | 6,970.48 ₹6,15,584 Lowest | 7,331.22 ₹6,47,442.03 | 8,436.92 ₹7,45,089.72 | 7,530 ₹6,64,996.89 | 8,300.05 ₹7,33,002.32 | 7,625.49 ₹6,73,429.9 |
| 1.00 | OD108149/2026-2027: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 (with out side formwork)
(i) Nominal mix (1:2:4) | 31.93 | cum | 6,702.39 ₹2,13,973.8 Lowest | 7,049.26 ₹2,25,047.63 | 8,112.43 ₹2,58,989.33 | 7,172.2 ₹2,28,972.49 | 7,980.83 ₹2,54,788 | 7,332.21 ₹2,34,080.8 |
| 1.00 | OD94099/2026-2027:Applying Curing Compound on finished surface of concretestructure at the rate specified by the manufacture including transportation ,machinery and labour etc complete.Rate andAdequancy taken from item 6.4 of MoRD Specification | 516.55 | sqm | 25.67 ₹13,259.84 Lowest | 27 ₹13,946.85 | 31.07 ₹16,049.21 | 27.47 ₹14,189.63 | 30.56 ₹15,785.77 | 28.08 ₹14,504.72 |
| 1.01 | OD68982/2026-2027:Providing and laying of interlock concerte block pavements using 80mm blocks (M30) of approved size,desgin and shape,laid in required patternover and including a bed of 6mm stone aggregate 50mm average thickness etc complete as per the direction of engineer in charge | 265 | sqm | 941.05 ₹2,49,378.25 Lowest | 989.75 ₹2,62,283.75 | 1,139.02 ₹3,01,840.3 | 1,010 ₹2,67,650 | 1,120.54 ₹2,96,943.1 | 1,029.48 ₹2,72,812.2 |
| 1.01 | OD97123/2026-2027:Chequerred precast cement concrete tiles 22m thick in footpath & amp ; courtyard , joineted with neat cement slurry mixed with pigment to match the shade of tiles ,including rubbing and cleaning etc.complete on 20mm thick bed of cement mortar 1:4 (1 cement :4 cource sand ) Ordinary cement ithout ant pigment | 63 | sqm | 884.45 ₹55,720.35 Lowest | 930.22 ₹58,603.86 | 1,070.52 ₹67,442.76 | 946.47 ₹59,627.61 | 1,053.15 ₹66,348.45 | 967.56 ₹60,956.28 |
| 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) | 2.38 | cum | 6,695.7 ₹15,949.16 Lowest | 7,042.22 ₹16,774.57 | 8,104 ₹19,303.73 | 7,165.24 ₹17,067.6 | 7,972.86 ₹18,991.35 | 7,324.89 ₹17,447.89 |
Tender Value
₹16.9 L
EMD Value
₹42,369
Closing Date
3 Oct 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Nemom zonal Thiruvananthapuram corporation
PRO.No.543/2026-2027 -HIGH SCHOOL ARUVACODE ROAD AND BYROAD CONCERTE,INTERLOCK IN ESTATE WARD
2026_LSGD_872369_3
AEE5/NE/26-27(7)
Open Tender
Civil Works - Roads
Item Rate
180 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,369
Yes
8 Oct 2026
24 Sept 2026
5 Oct 2026
24 Sept 2026
3 Oct 2026
24 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Raod maintainance and concrete | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 15 | cum | - | - |
| 1.002 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | 21.85 | cum | - | - |
| 1.003 | 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) | 88.31 | cum | - | - |
| 1.004 | OD108149/2026-2027: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 (with out side formwork)
(i) Nominal mix (1:2:4) | 31.93 | cum | - | - |
| 1.005 | OD94099/2026-2027:Applying Curing Compound on finished surface of concretestructure at the rate specified by the manufacture including transportation ,machinery and labour etc complete.Rate andAdequancy taken from item 6.4 of MoRD Specification | 516.55 | sqm | - | - |
| 1.006 | OD68982/2026-2027:Providing and laying of interlock concerte block pavements using 80mm blocks (M30) of approved size,desgin and shape,laid in required patternover and including a bed of 6mm stone aggregate 50mm average thickness etc complete as per the direction of engineer in charge | 265 | sqm | - | - |
| 1.007 | OD97123/2026-2027:Chequerred precast cement concrete tiles 22m thick in footpath & amp ; courtyard , joineted with neat cement slurry mixed with pigment to match the shade of tiles ,including rubbing and cleaning etc.complete on 20mm thick bed of cement mortar 1:4 (1 cement :4 cource sand ) Ordinary cement ithout ant pigment | 63 | sqm | - | - |
| 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) | 2.38 | cum | - | - |
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