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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | 1 | Accepted-AOC First Lowest | |
| 2 | 2₹4.3 L+₹2,193.73 (0.52%)Rejected-AOC | 2 | Rejected-AOC Second Lowest |
| Sl No | Description | Qty | Unit | chaliyathodi L2 | KHALID KURIKKAL L1 |
|---|---|---|---|---|---|
| 1.001-Thonippadam Manikkamchola | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 114 | sqm | 20 ₹2,280 | 14.7 ₹1,675.8 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 | 17.1 | cum | 3,500 ₹59,850 | 3,449.92 ₹58,993.63 Lowest |
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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. | 117.31 | sqm | 300 ₹35,191.5 | 293.75 ₹34,458.34 Lowest |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <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 | 114 | sqm | 76.67 ₹8,740.38 Lowest | 76.67 ₹8,740.38 Lowest |
| 1.00 | 5.2.3a:Tack Coat <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. | 114 | sqm | 16.53 ₹1,884.42 Lowest | 16.53 ₹1,884.42 Lowest |
| 1.01 | 5.2.1a:Tack Coat<br> 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. | 722 | sqm | 13.82 ₹9,978.04 Lowest | 13.82 ₹9,978.04 Lowest |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 836 | sqm | 273.18 ₹2,28,378.48 Lowest | 273.18 ₹2,28,378.48 Lowest |
| 1.01 | OD438441/2025-2026:Providing Name board for work with 25x25x5mm MS angles for frames 35x35x6mm for posts, 1mm thickMS Sheet for board including painting with synthetic enamel paint over a priming coat and writing letters
as per instructions in charge | 1 | 1 nos | 1,935.91 ₹1,935.91 Lowest | 1,935.91 ₹1,935.91 Lowest |
| 2.002- Naikathpadi Naripara Road | |||||
Tender Value
₹4.2 L
EMD Value
₹10,587
Closing Date
10 Feb 2026, 6:00 pmClosed
AE LSGD melattur gp
AE LSGD ,MELATTUR GP
Retarring, DR Side Protection
2026_LSGD_832680_3
6A/AE/LSGD/2025-26
Open Tender
Civil Works - Roads
Item Rate
lsgd melattur gp
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,587
Yes
6 May 2026
3 Feb 2026
12 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
1-Thonippadam Manikkamchola
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
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
5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <br> 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.
5.1.1a:Prime Coat :- Low porosity <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
5.2.3a:Tack Coat <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.
5.2.1a:Tack Coat<br> 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
OD438441/2025-2026:Providing Name board for work with 25x25x5mm MS angles for frames 35x35x6mm for posts, 1mm thickMS Sheet for board including painting with synthetic enamel paint over a priming coat and writing letters as per instructions in charge
2- Naikathpadi Naripara Road
3.9.2.B:Excavation in Hard Rock (blasting prohibited)<br> Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 <br>(B) Mechanical Means
OD438442/2025-2026:( OD From DAR 2.8.1 ) Earthwork in excavation by mechanical means ( Hydralic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5m in width or 10 sqm on plan) ,including dressing of sides and ramming of bottoms , lift up to 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m All kind of soil
OD436658/2025-2026:(From DAR 60.7.8) DR With Departmental Stone- DRY RUBBLE MASONRY_ Dry Rubble without concrete levelling course
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
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