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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 21/07/2026 | |
| 2 | L2₹3.3 L+₹6,745.96 (2.07%)Rejected-Finance | L2 | Rejected-Finance second bidder | |
| 3 | Rejected-Technical AMARAVILA KERALA | THIRUVANANTHAPURAM | KERALA | 695001 | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | VISHNU R.P L2 | MANU S S L3 | RATHEESH L1 |
|---|---|---|---|---|---|---|
| 1.00Improvements | ||||||
| 1.00 | OD391326/2025-2026:Relaying of 80 mm thick CC paver block of M-30 grade with approved colour design and pattern (Based on DSR 16.91.2) in footpath, parks, lawns, drive ways or light traffic parking of required strength, thickness and size shape, made table vibratory method using PU mould laid in required colour and pattern over 50mm thick compacted bed of 60mm aggregate, compacting and proper embedded 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 as per direction of Engineer-in- charge | 162 | sqm | 437.48 ₹70,871.76 | 1,100 ₹1,78,200 | 428.6 ₹69,433.2 Lowest |
| 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. (ii) Using Gravel mix soil. | 16.2 | cum | 2,488.04 ₹40,306.25 | 2,200 ₹35,640 Lowest | 2,437.5 ₹39,487.5 |
| 1.00 | OD391329/2025-2026:Providing and laying factory made chamfered edge Cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking of required strength , thickness and size shape, made table vibratory method using PU mould laid in required colour and pattern over 50mm thick compacted bed of 60mm aggregate , compacting and proper embedded 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 as per direction of Engineer-in- charge . 80 mm thick CC paver block of M-30 grade with approved colour design and pattern (Based on DSR 16.91.2) | 36 | sqm | 1,286.69 ₹46,320.84 | 1,000 ₹36,000 Lowest | 1,260.55 ₹45,379.8 |
| 1.00 | 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) | 1.5 | cum | 9,203.06 ₹13,804.59 | 8,400 ₹12,600 Lowest | 9,016.18 ₹13,524.27 |
| 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 | 7.04 | cum | 943.5 ₹6,642.24 | 940 ₹6,617.6 | 924.35 ₹6,507.42 Lowest |
| 1.01 | 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 | 0.31 | cum | 9,017.46 ₹2,813.45 | 8,400 ₹2,620.8 Lowest | 8,834.35 ₹2,756.32 |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 4.37 | cum | 9,904.62 ₹43,263.38 | 4,500 ₹19,656 Lowest | 9,703.49 ₹42,384.84 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.29 | tonne | 1,00,615.87 ₹29,279.22 | 88 ₹25.61 Lowest | 98,572.75 ₹28,684.67 |
| 1.01 | OD413474/2025-2026:10.25.2 Steel work in built up sections/ framed work, tubular including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer,using structural steel etc as required.In gratings,frames,guard bar,ladder,railings,brackets,gates and similar works | 425 | kg | 185.57 ₹78,867.25 | 180 ₹76,500 Lowest | 181.8 ₹77,265 |
Tender Value
₹3.4 L
EMD Value
₹8,474
Closing Date
19 Mar 2026, 5:00 pmClosed
Superintending Engineer
Superintending Engineer Thiruvananthapuram Corporation 695033
TMC / OF /CELSGD/77048/2024-Rainwater pit and Interlock Relaying in Vazhavilakom road Vazhottukonam road (Re Tender)
2026_LSGD_837883_13
DB/62983/2025-26(134)
Open Tender
Civil Works - Roads
Item Rate
180 days
Vazhottukonam ward
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,474
Yes
29 Jul 2026
12 Mar 2026
21 Mar 2026
12 Mar 2026
19 Mar 2026
12 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Improvements | |||||
| 1.001 | OD391326/2025-2026:Relaying of 80 mm thick CC paver block of M-30 grade with approved colour design and pattern (Based on DSR 16.91.2) in footpath, parks, lawns, drive ways or light traffic parking of required strength, thickness and size shape, made table vibratory method using PU mould laid in required colour and pattern over 50mm thick compacted bed of 60mm aggregate, compacting and proper embedded 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 as per direction of Engineer-in- charge | - | sqm | - | - |
| 1.002 | 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. (ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.003 | OD391329/2025-2026:Providing and laying factory made chamfered edge Cement concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking of required strength , thickness and size shape, made table vibratory method using PU mould laid in required colour and pattern over 50mm thick compacted bed of 60mm aggregate , compacting and proper embedded 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 as per direction of Engineer-in- charge . 80 mm thick CC paver block of M-30 grade with approved colour design and pattern (Based on DSR 16.91.2) | - | sqm | - | - |
| 1.004 | 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) | - | cum | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | - | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - |
| 1.009 | OD413474/2025-2026:10.25.2 Steel work in built up sections/ framed work, tubular including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer,using structural steel etc as required.In gratings,frames,guard bar,ladder,railings,brackets,gates and similar works | - | kg | - | - |
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