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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.9 LAccepted-Finance | ₹10.9 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L6 |
| Sl No | Description | Qty | Unit | R SURESHKUMAR L6 | J SHYNI L2 | SHAFEER.S L7 | SUNIL L4 | Rahul pk L1 | ISRAYEL Y L L3 | ANOOP A S L5 |
|---|---|---|---|---|---|---|---|---|---|---|
| 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 | 3.24 | cum | 924.35 ₹2,994.89 | 865.7 ₹2,804.87 | 962.76 ₹3,119.34 | 962.76 ₹3,119.34 | 827.97 ₹2,682.62 Lowest | 887.56 ₹2,875.69 | 913.66 ₹2,960.26 |
| 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 | 1.08 | cum | 8,834.35 ₹9,541.1 | 8,279.98 ₹8,942.38 | 9,201.5 ₹9,937.62 | 9,201.49 ₹9,937.61 | 7,913.28 ₹8,546.34 Lowest | 8,482.85 ₹9,161.48 | 8,732.21 ₹9,430.79 |
| 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) | 3.6 | cum | 8,633.56 ₹31,080.82 | 8,091.9 ₹29,130.84 | 8,992.35 ₹32,372.46 | 8,992.35 ₹32,372.46 | 7,733.42 ₹27,840.31 Lowest | 8,290.04 ₹29,844.14 | 8,533.74 ₹30,721.46 |
| 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 | 3 | cum | 433.3 ₹1,299.9 | 405.85 ₹1,217.55 | 451.32 ₹1,353.96 | 451.31 ₹1,353.93 | 388.13 ₹1,164.39 Lowest | 416.06 ₹1,248.18 | 428.29 ₹1,284.87 |
| 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. | 27 | cum | 2,437.52 ₹65,813.04 | 2,283.95 ₹61,666.65 | 2,538.82 ₹68,548.14 | 2,118.76 ₹57,206.52 Lowest | 2,183.39 ₹58,951.53 | 2,340.53 ₹63,194.31 | 2,409.34 ₹65,052.18 |
| 1.01 | OD80978/2026-2027: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) | 618 | sqm | 1,267.18 ₹7,83,117.24 | 1,186.97 ₹7,33,547.46 | 1,312.95 ₹8,11,403.1 | 1,312.95 ₹8,11,403.1 | 1,135.06 ₹7,01,467.08 Lowest | 1,216.76 ₹7,51,957.68 | 1,252.53 ₹7,74,063.54 |
| 1.01 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 1.75 | cum | 53.64 ₹93.87 | 49.49 ₹86.61 | 55.87 ₹97.77 | 55.87 ₹97.77 | 48.05 ₹84.09 Lowest | 51.5 ₹90.13 | 53.02 ₹92.79 |
| 1.01 | OD62520/2026-2027:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 8.1 | cum | 387.89 ₹3,141.91 | 363.56 ₹2,944.84 | 536.18 ₹4,343.06 | 536.18 ₹4,343.06 | 347.45 ₹2,814.35 Lowest | 372.45 ₹3,016.85 | 383.41 ₹3,105.62 |
| 1.01 | OD104726/2026-2027:Providing and laying of Intelocking Concrete Block Pavements using 60mm Blocks (M30 grade concrete)of approved size, design and shape , laid in required pattern over and including a bed of 6mm stone aggregate 50mm average thickness etc complete as per the direction of Engineer in charge | 203.8 | sqm | 1,189.01 ₹2,42,320.24 | 1,114.08 ₹2,27,049.5 | 1,200 ₹2,44,560 | 1,200 ₹2,44,560 | 1,065.04 ₹2,17,055.15 Lowest | 1,141.69 ₹2,32,676.42 | 1,175.26 ₹2,39,517.99 |
Tender Value
₹12.7 L
EMD Value
₹31,777
Closing Date
11 Aug 2026, 5:00 pmClosed
Assistant Executive Engineer
Office of Assistant Executive Engineer Nemom zonal Thiruvananthapuram corporation
(RETENDER)Proj No 522/27-Port Ward - Renovation of Variuos Roads in Bypass Vazhavila Footpath Near Mukkola Market Footpath
2026_LSGD_860417_13
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
₹31,777
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 | - | 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) | - | cum | - | - |
| 1.004 | 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 | - | - |
| 1.005 | 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. | - | cum | - | - |
| 1.006 | OD80978/2026-2027: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 | - | - |
| 1.007 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | - | cum | - | - |
| 1.008 | OD62520/2026-2027:Filling with contractor's own earth ( excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge | 1 | cum | - | - |
| 1.009 | OD104726/2026-2027:Providing and laying of Intelocking Concrete Block Pavements using 60mm Blocks (M30 grade concrete)of approved size, design and shape , laid in required pattern over and including a bed of 6mm stone aggregate 50mm average thickness etc complete as per the direction of Engineer in charge | - | sqm | - | - |
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