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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹18.9 LAccepted-Finance | ₹18.9 L | L1 | Accepted-Finance L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L2 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical NELLIPARA PO 670571 | KANNUR | KERALA | 670571 | - | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | MAHESH L3 | SUNIL L1 | ARUN R.G L2 | ISRAYEL Y L L4 |
|---|---|---|---|---|---|---|---|
| 1.00ROAD WORK | |||||||
| 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. | 447.02 | sqm | 350 ₹1,56,457 | 2.24 ₹1,001.32 Lowest | 374.6 ₹1,67,453.69 | 391.66 ₹1,75,079.85 |
| 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. | 4,474.92 | sqm | 15 ₹67,123.76 | 16.11 ₹72,090.91 | 14.5 ₹64,886.3 Lowest | 15.15 ₹67,794.99 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 4,474.92 | sqm | 285 ₹12,75,351.35 | 301.05 ₹13,47,173.76 | 270.91 ₹12,12,299.76 Lowest | 283.25 ₹12,67,520.24 |
| 1.00 | OD110785/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of
approved size, design and shape, laid in required pattern over and including a bed of 6 mm
stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in
Charge. | 150 | sqm | 1,150 ₹1,72,500 Lowest | 1,319.84 ₹1,97,976 | 1,187.72 ₹1,78,158 | 1,241.83 ₹1,86,274.5 |
| 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 | 18.2 | cum | 430 ₹7,826 | 54.95 ₹1,000.09 Lowest | 406.13 ₹7,391.57 | 424.63 ₹7,728.27 |
| 1.01 | 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) | 18.2 | cum | 8,000 ₹1,45,600 | 7,388.55 ₹1,34,471.61 Lowest | 8,450.85 ₹1,53,805.47 | 8,835.87 ₹1,60,812.83 |
| 1.01 | 2.7.F:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(F) Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials | 9.62 | cum | 500 ₹4,812.5 | 539.25 ₹5,190.28 | 485.27 ₹4,670.72 Lowest | 507.38 ₹4,883.53 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.17 | tonne | 95,000 ₹15,675 | 1,02,669.27 ₹16,940.43 | 92,392.06 ₹15,244.69 Lowest | 96,601.49 ₹15,939.25 |
| 1.01 | OD116718/2026-2027:DRY RUBBLE MASONRY with Departmental stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 7.7 | cum | 4,000 ₹30,800 | 4,010.4 ₹30,880.08 | 3,608.96 ₹27,788.99 Lowest | 3,773.38 ₹29,055.03 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
31 Jul 2026, 5:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer Thiruvananthapuram Corporation
507/2026-27 Kudappanakkunnu Zonal-Tarring concreting interlocking and drain construction of N C C Nagar Palamvila Valavumoola Uliyanadu Road and bye roads in Chettivilakom ward
2026_LSGD_862015_7
T07/AEE/KZTM/5688629/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Thiruvananthapuram Corporation
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
5 Aug 2026
24 Jul 2026
3 Aug 2026
24 Jul 2026
31 Jul 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD WORK | |||||
| 1.001 | 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. | 1 | sqm | - | - |
| 1.002 | 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. | 0.8 | sqm | - | - |
| 1.003 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 0.8 | sqm | - | - |
| 1.004 | OD110785/2026-2027:Providing and laying of Interlocking Concrete Block Pavements using 80 mm Blocks (M30) of
approved size, design and shape, laid in required pattern over and including a bed of 6 mm
stone aggregate 50 mm average thickness etc complete as per the direction of Engineer in
Charge. | - | sqm | - | - |
| 1.005 | 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 | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 2.7.F:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br>(F) Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials | - | cum | - | - |
| 1.008 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | - | tonne | - | - |
| 1.009 | OD116718/2026-2027:DRY RUBBLE MASONRY with Departmental stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
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