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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.7 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹13.0 L+₹33,878 (2.67%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 | |
| 4 | Rejected-Technical | - | Rejected-Technical L4 | |
| 5 | Rejected-Technical | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | R SURESHKUMAR L1 | sarathchandran L4 | ReneeshJeo L3 | VIJAYAN J L5 | AKHIL RAJ S J L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00footpath improvement | ||||||||
| 1.00 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 14.4 | cum | 721.11 ₹10,383.98 Lowest | 837.6 ₹12,061.44 | 754.52 ₹10,865.09 | 866.48 ₹12,477.31 | 740.36 ₹10,661.18 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 2.4 | cum | 6,891.92 ₹16,540.61 Lowest | 8,005.3 ₹19,212.72 | 7,211.21 ₹17,306.9 | 8,281.34 ₹19,875.22 | 7,075.94 ₹16,982.26 |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 14.55 | cum | 6,735.27 ₹97,998.18 Lowest | 7,823.34 ₹1,13,829.6 | 7,047.3 ₹1,02,538.22 | 8,093.12 ₹1,17,754.9 | 6,915.11 ₹1,00,614.85 |
| 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 | 57.52 | cum | 338.03 ₹19,445.18 Lowest | 392.62 ₹22,585.47 | 353.69 ₹20,346.02 | 406.18 ₹23,365.5 | 347.05 ₹19,964.05 |
| 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. | 15.42 | cum | 1,901.58 ₹29,322.36 Lowest | 2,208.77 ₹34,059.23 | 1,989.67 ₹30,680.71 | 2,284.94 ₹35,233.77 | 1,952.35 ₹30,105.24 |
| 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) | 57.52 | cum | 7,322.43 ₹4,21,222.79 Lowest | 8,505.36 ₹4,89,270.83 | 7,661.66 ₹4,40,736.99 | 8,798.64 ₹5,06,141.77 | 7,517.95 ₹4,32,470.07 |
| 1.01 | OD64679/2026-2027:(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 | 725.25 | sqm | 929.1 ₹6,73,829.78 Lowest | 1,079.2 ₹7,82,689.8 | 972.15 ₹7,05,051.79 | 1,116.41 ₹8,09,676.35 | 953.91 ₹6,91,823.23 |
Tender Value
₹16.9 L
EMD Value
₹42,348
Closing Date
22 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemom zonal Thiruvananthapuram corporation
Pro No 368/2026-27 - Vizhinjam Ward Karayadivila Footpath Concrete and Interlock Renovation
2026_LSGD_860417_11
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
₹42,348
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 | 11.1.1.1:Excavation for Structures <br> Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. <br> I. Ordinary soil <br> (i) Upto 3 m depth | - | cum | - | - |
| 1.002 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1 | cum | - | - |
| 1.003 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.004 | 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 | 1 | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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) | 1 | cum | - | - |
| 1.007 | OD64679/2026-2027:(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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