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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.5 LAccepted-Finance | ₹14.5 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L6 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ReneeshJeo L5 | SUNIL L4 | RADHAKRISHNAN K L1 | LALU.A.S L6 | Rahul pk L2 | ISRAYEL Y L L3 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road work | |||||||||
| 1.00 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 11.67 | cum | 962.76 ₹11,235.41 | 85.69 ₹1,000 Lowest | 824.98 ₹9,627.52 | 982.02 ₹11,460.17 | 827.97 ₹9,662.41 | 887.56 ₹10,357.83 |
| 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 3.33 | cum | 9,201.49 ₹30,640.96 | 9,201.49 ₹30,640.96 | 7,884.75 ₹26,256.22 Lowest | 9,385.52 ₹31,253.78 | 7,913.28 ₹26,351.22 | 8,482.85 ₹28,247.89 |
| 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 3.3 | cum | 8,992.35 ₹29,674.76 | 8,992.35 ₹29,674.76 | 7,705.54 ₹25,428.28 Lowest | 9,172.2 ₹30,268.26 | 7,733.42 ₹25,520.29 | 8,290.04 ₹27,357.13 |
| 1.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 9.94 | cum | 10,106.75 ₹1,00,461.1 | 10,106.75 ₹1,00,461.1 | 8,660.47 ₹86,085.07 Lowest | 10,308.89 ₹1,02,470.37 | 8,691.81 ₹86,396.59 | 9,317.41 ₹92,615.06 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.4 | tonne | 1,02,669.25 ₹40,862.36 | 1,02,669.15 ₹40,862.32 | 87,977.28 ₹35,014.96 Lowest | 1,04,722.64 ₹41,679.61 | 88,295.56 ₹35,141.63 | 94,650.78 ₹37,671.01 |
| 1.01 | 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 | 8 | cum | 451.31 ₹3,610.48 | 451.31 ₹3,610.48 | 386.72 ₹3,093.76 Lowest | 460.34 ₹3,682.72 | 388.13 ₹3,105.04 | 416.06 ₹3,328.48 |
| 1.01 | 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. | 2.55 | cum | 2,538.82 ₹6,473.99 | 392.16 ₹1,000.01 Lowest | 2,175.51 ₹5,547.55 | 2,589.6 ₹6,603.48 | 2,183.39 ₹5,567.64 | 2,340.53 ₹5,968.35 |
| 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) | 11.43 | cum | 9,776.27 ₹1,11,742.77 | 9,776.27 ₹1,11,742.77 | 8,377.28 ₹95,752.31 Lowest | 9,971.8 ₹1,13,977.67 | 8,407.59 ₹96,098.75 | 9,012.74 ₹1,03,015.62 |
| 1.01 | OD98835/2026-2027:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 6mm aggregate , compacting and proper embedding/laying of inter locking paver blocks into the 6mm aggregate layer through vibratory compaction by
using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.( Based on DSR .16.91.2) | 888.84 | sqm | 1,319.84 ₹11,73,126.59 | 1,312.95 ₹11,67,002.48 | 1,130.97 ₹10,05,251.37 Lowest | 1,346.24 ₹11,96,591.96 | 1,135.06 ₹10,08,886.73 | 1,216.76 ₹10,81,504.96 |
Tender Value
₹16.9 L
EMD Value
₹42,369
Closing Date
11 Aug 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemom zonal Thiruvananthapuram corporation
Proj No 330/2026-27- - Renovation of Variuos Roads in Choondavila Vitharuthan Malayam ninnavila Kalluvettankuzhi Vadakke plavila Nellkkunnu Concrete and Interlocking Port Ward
2026_LSGD_863437_2
01/AEE5/LID AND EW TMC 2026-27(5)
Open Tender
Civil Works - Roads
Item Rate
Nemom zonal
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,369
Yes
17 Aug 2026
31 Jul 2026
13 Aug 2026
31 Jul 2026
11 Aug 2026
31 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road work | |||||
| 1.001 | 11.1.1.1:Excavation for Structures 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. I. Ordinary soil (i) Upto 3 m depth | 1 | 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 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | 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 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 1 | cum | - | - |
| 1.004 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 1 | cum | - | - |
| 1.005 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.006 | 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 | - | cum | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 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) | 1 | cum | - | - |
| 1.009 | OD98835/2026-2027:Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of 6mm aggregate , compacting and proper embedding/laying of inter locking paver blocks into the 6mm aggregate layer through vibratory compaction by
using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-inCharge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.( Based on DSR .16.91.2) | - | sqm | - | - |
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