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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC | ₹6.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹7.6 L+₹81,138 (12.0%)Rejected-AOC | ₹7.6 L+₹81,138 (12.0%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ARATHY CONSTRUCTIONS L1 | XAVIER C M L2 |
|---|---|---|---|---|---|
| 1.00ReTarring | |||||
| 1.00 | OD50203/2026-2027:Scarifying Existing Road Surface to a Depth of 150 mm by Mechanical Means and compacting aggregate obtained from scarifying with
power roller | 624 | sqm | 7.8 ₹4,867.2 Lowest | 10 ₹6,240 |
| 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 | 93.6 | cum | 3,750 ₹3,51,000 Lowest | 4,000 ₹3,74,400 |
| 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 | 624 | sqm | 80 ₹49,920 Lowest | 100 ₹62,400 |
| 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. | 624 | sqm | 19 ₹11,856 Lowest | 25 ₹15,600 |
| 1.00 | OD50781/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic 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 coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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) | 624 | sqm | 290 ₹1,80,960 Lowest | 350 ₹2,18,400 |
| 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) | 8.55 | cum | 9,184 ₹78,504.83 Lowest | 9,500 ₹81,206 |
Tender Value
₹6.8 L
EMD Value
₹16,939
Closing Date
29 Jul 2026, 1:00 pmClosed
Assistant Engineer
O/o Assistant Engineer, LIDEW Section,Thalayazham
Annual Plan-P. No. 55/26-27-Valanjambalam- Subrahmanyam Road Maintenance in Ward -2 in Thalayazham GP
2026_LSGD_861309_1
ET1/AE/LIDEW/TZM/2026-27
Open Tender
Civil Works - Roads
Item Rate
240 days
Thalayazham
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
₹16,939
19 Sept 2026
18 Jul 2026
30 Jul 2026
18 Jul 2026
29 Jul 2026
18 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ReTarring | |||||
| 1.001 | OD50203/2026-2027:Scarifying Existing Road Surface to a Depth of 150 mm by Mechanical Means and compacting aggregate obtained from scarifying with
power roller | - | 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 | OD50781/2026-2027:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic 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 coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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 | - | - |
| 1.006 | 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) | - | cum | - | - |
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