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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹7.8 L+₹18,119.95 (2.36%)Rejected-AOC PAKKAVEEDU MARAMVAZHIPATH MURATHUM P O 679331 | MALAPPURAM | KERALA | 679331 | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | Assainar Vadakkan L2 | JAFAR C H L1 |
|---|---|---|---|---|---|
| 1.00Road Renovation work | |||||
| 1.00 | OD280493/2025-2026:OD from 4.11.2- Granular sub-base/base/surface course . Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using GSB with Proper gradation as per MoRD | 10.12 | cum | 1,997.65 ₹20,226.21 | 1,951.55 ₹19,759.44 Lowest |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 97.2 | cum | 3,229.13 ₹3,13,871.44 | 3,154.61 ₹3,06,628.09 Lowest |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 813 | sqm | 71.03 ₹57,747.39 | 69.39 ₹56,414.07 Lowest |
| 1.00 | 5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 813 | sqm | 15.34 ₹12,471.42 | 14.99 ₹12,186.87 Lowest |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 813 | sqm | 257.74 ₹2,09,542.62 | 251.78 ₹2,04,697.14 Lowest |
| 1.01 | OD333219/2025-2026: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) | 21.19 | cum | 7,906.04 ₹1,67,497.36 | 7,723.59 ₹1,63,631.98 Lowest |
| 1.01 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 6.25 | cum | 562.46 ₹3,514.25 | 549.48 ₹3,433.15 Lowest |
Tender Value
₹8.4 L
EMD Value
₹20,963
Closing Date
10 Feb 2026, 6:00 pmClosed
Assistant Engineer
Office of LSGD Section Vazhikkadavu GP
Annual Plan Project No 140 2025 26 Kalapootukandam Anganvadi Road Renovation.
2026_LSGD_832379_6
EWC1/05-2/ET/AE/VKD/25-26
Open Tender
Civil Works - Roads
Item Wise
180 days
Vazhikkadavu GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,850
₹20,963
22 Mar 2026
31 Jan 2026
12 Feb 2026
31 Jan 2026
10 Feb 2026
31 Jan 2026
Road Renovation work
OD280493/2025-2026:OD from 4.11.2- Granular sub-base/base/surface course . Construction of granular sub-base by providing local material spreading in uniform layers on prepared surface and compacting to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using GSB with Proper gradation as per MoRD
4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead
5.1.1a:Prime Coat :- Low porosity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
5.2.3a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
OD333219/2025-2026: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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
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