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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.6 LAdmitted-Fee/PreQual/Technical/Finance KARISHOTT HOUSE CHERUVAYKK P O SANTHIDANG K P KRIKOPPARAVISH CHEVIKKULLI KURAKKI P O SUKKOOR BADARATHI WAYANAD 673592 | WAYANAD | WAYANAD | KERALA | 673592 | ₹11.6 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹11.8 L+₹26,165.94 (2.27%)Admitted-Fee/PreQual/Technical/Finance | ₹11.8 L+₹26,165.94 (2.27%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ReneeshJeo L2 | MOHANAN K L1 |
|---|---|---|---|---|---|
| 1.00RETARRING | |||||
| 1.00 | 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 | 5 | cum | 54.85 ₹274.25 Lowest | 55.87 ₹279.35 |
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 46.56 | sqm | 408.65 ₹19,027.97 Lowest | 416.27 ₹19,382.78 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 2,000 | sqm | 15.82 ₹31,640 Lowest | 16.11 ₹32,220 |
| 1.00 | OD100906/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65,Packed bitumen rates and Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | 2,000 | sqm | 296.76 ₹5,93,520 Lowest | 302.29 ₹6,04,580 |
| 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) | 42.25 | cum | 9,219.03 ₹3,89,485.58 | 8,944.81 ₹3,77,900.33 Lowest |
| 1.01 | OD100919/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which
payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (Based on DSR .16.83 | 120 | sqm | 142.43 ₹17,091.6 | 101.56 ₹12,187.2 Lowest |
| 1.01 | OD100918/2026-2027:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick layer of 6mm aggregate
filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)(Based on DSR .16.84) | 120 | sqm | 438.24 ₹52,588.8 | 245.53 ₹29,463.6 Lowest |
| 1.01 | OD100920/2026-2027: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) | 60 | sqm | 1,295.69 ₹77,741.4 Lowest | 1,319.84 ₹79,190.4 |
Tender Value
₹12.0 L
EMD Value
₹30,084
Closing Date
17 Aug 2026, 6:00 pmClosed
Superintending Engineer
O/O Superintending Engineer, LID and EW Thiruvananthapuram Corporation, Pin 695033
Retender 56294-2026 Annual Plan- Thirunananthapuram Corporation Vizhinjam Zonal -Harbour ward Muhadein palli Uroos - Various Road work -General Civil Work
2026_LSGD_862044_17
DB/62983/2026-27(57)
Open Tender
Civil Works - Roads
Item Rate
90 days
Thiruvananthapuram Corporation
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹30,084
Yes
19 Aug 2026
10 Aug 2026
18 Aug 2026
10 Aug 2026
17 Aug 2026
11 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RETARRING | |||||
| 1.001 | 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 | - | - |
| 1.002 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | - | sqm | - | - |
| 1.003 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | - | sqm | - | - |
| 1.004 | OD100906/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65,Packed bitumen rates and Antistripping Agent Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65) | - | sqm | - | - |
| 1.005 | 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 | cum | - | - |
| 1.006 | OD100919/2026-2027:Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which
payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. (Based on DSR .16.83 | - | sqm | - | - |
| 1.007 | OD100918/2026-2027:Laying old cement concrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick layer of 6mm aggregate
filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost.)(Based on DSR .16.84) | - | sqm | - | - |
| 1.008 | OD100920/2026-2027: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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