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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-Finance | ₹15.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹16.1 L+₹19,269.67 (1.21%)Accepted-Finance | ₹16.1 L+₹19,269.67 (1.21%) | L2 | Accepted-Finance L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | R SURESHKUMAR L1 | ReneeshJeo L3 | sarathchandran L6 | REGHU C L5 | AKHIL RAJ S J L2 | Anu M S L4 | SREEKUMARAN NAIR.T L7 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00footpath improvement | ||||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | 76.5 | cum | 338.44 ₹25,890.66 Lowest | 344.67 ₹26,367.26 | 388.11 ₹29,690.42 | 355.18 ₹27,171.27 | 342.54 ₹26,204.31 | 350.66 ₹26,825.49 | 405.19 ₹30,997.04 |
| 1.00 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means | 9.2 | cum | 1,408.84 ₹12,961.33 Lowest | 1,434.77 ₹13,199.88 | 1,615.68 ₹14,864.26 | 1,478.54 ₹13,602.57 | 1,425.94 ₹13,118.65 | 1,459.75 ₹13,429.7 | 1,686.71 ₹15,517.73 |
| 1.00 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | 35.76 | cum | 1,903.86 ₹68,082.03 Lowest | 1,938.9 ₹69,335.06 | 2,183.39 ₹78,078.03 | 1,998.05 ₹71,450.27 | 1,926.96 ₹68,908.09 | 1,972.66 ₹70,542.32 | 2,279.35 ₹81,509.56 |
| 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) | 76.5 | cum | 7,331.22 ₹5,60,838.33 Lowest | 7,466.14 ₹5,71,159.71 | 8,407.6 ₹6,43,181.4 | 7,693.92 ₹5,88,584.88 | 7,420.18 ₹5,67,643.77 | 7,596.16 ₹5,81,106.24 | 8,777.14 ₹6,71,451.21 |
| 1.00 | OD82596/2026-2027:(DSR11.20.4.) Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Ordinary cement without any pigment | 990 | sqm | 930.22 ₹9,20,917.8 Lowest | 947.34 ₹9,37,866.6 | 1,066.8 ₹10,56,132 | 976.24 ₹9,66,477.6 | 941.5 ₹9,32,085 | 963.83 ₹9,54,191.7 | 1,113.68 ₹11,02,543.2 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
22 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemom zonal Thiruvananthapuram corporation
Pro No 365/2026-27 - Vizhinjam ward Vizhinjam Street Piravilakam Footpath Concrete and Interlock Construction- General Civil Work
2026_LSGD_860417_2
01/AEE5/LID AND EW TMC 2026-27(3)
Open Tender
Civil Works - Roads
Item Rate
180 days
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹50,000
Yes
29 Jul 2026
14 Jul 2026
24 Jul 2026
14 Jul 2026
22 Jul 2026
14 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1footpath improvement | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> 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 | - | cum | - | - |
| 1.002 | 3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means | 1 | cum | - | - |
| 1.003 | 4.11.2: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. <br>(ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | OD82596/2026-2027:(DSR11.20.4.) Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand). Ordinary cement without any pigment | - | sqm | - | - |
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