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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC | ₹5.9 L | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the contractor vide Resolution No 02(02)dtd 18/07/2026 of Vechoor GP |
| 2 | L2₹6.4 L+₹44,794.96 (7.55%)Rejected-AOC | ₹6.4 L+₹44,794.96 (7.55%) | L2 | Rejected-AOC rejected |
| Sl No | Description | Qty | Unit | ARATHY CONSTRUCTIONS L2 | ROBY XAVIER L1 |
|---|---|---|---|---|---|
| 1.00Road maintenance | |||||
| 1.00 | OD29108/2026-2027:Scarifying existing road surface to a depth of 150mm and compacting the obtained aggregates from scarifying with power roller ,as per diretion of departmental officials at site | 710.25 | 1 sqm | 9 ₹6,392.25 | 7.8 ₹5,539.95 Lowest |
| 1.00 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 59.12 | cum | 3,850 ₹2,27,608.15 | 3,750 ₹2,21,696.25 Lowest |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | 710.25 | sqm | 90 ₹63,922.5 | 80.36 ₹57,075.69 Lowest |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 710.25 | sqm | 25 ₹17,756.25 | 19.22 ₹13,651.01 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 710.25 | sqm | 330 ₹2,34,382.5 | 293.38 ₹2,08,373.15 Lowest |
| 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) | 9.44 | cum | 9,300 ₹87,792 | 9,186.72 ₹86,722.64 Lowest |
Tender Value
₹5.9 L
EMD Value
₹14,828
Closing Date
14 Jul 2026, 5:00 pmClosed
ASSISTANT ENGINEER
Office of the Assistant Engineer,LID and EW section,Vechoor Grama Panchayat
Annual Plan-Vechoor GP-Project No 30/26-27 Maintenance of Pallipalam Cheruvally Sreekandeswaram road - Ward 11-General Civil Work
2026_LSGD_858852_1
10/AE/LIDEW/VCHR/26-27/30
Open Tender
Civil Works - Roads
Item Rate
180 days
Vechoor
Please refer tender documents
9 documents required · 9 mandatory
₹1,310
₹14,828
19 Aug 2026
4 Jul 2026
15 Jul 2026
4 Jul 2026
14 Jul 2026
4 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | OD29108/2026-2027:Scarifying existing road surface to a depth of 150mm and compacting the obtained aggregates from scarifying with power roller ,as per diretion of departmental officials at site | - | 1 sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam <br> 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. <br> By Mechanical Means with 1 km lead | 1 | cum | - | - |
| 1.003 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> 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 | - | sqm | - | - |
| 1.004 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> 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. | - | sqm | - | - |
| 1.005 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 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 | - | - |
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