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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.2 L+₹27,956.42 (5.63%)Rejected-Finance | L2 | Rejected-Finance Second Bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted | |
| 4 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | C ABRAHAM L3 | VIJAY V NAIR L4 | Joseph Kuruvilla L1 | K G ANIRUDHAN L2 |
|---|---|---|---|---|---|---|---|
| 1.00maintanance | |||||||
| 1.00 | OD442574/2025-2026: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 50 m as per Technical Specification Clause 301.4. | 432 | sqm | 7.8 ₹3,369.6 | 7.8 ₹3,369.6 | 6.64 ₹2,868.48 Lowest | 7.02 ₹3,032.64 |
| 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 | 35.17 | cum | 3,750.64 ₹1,31,928.76 | 3,750.64 ₹1,31,928.76 | 3,196.29 ₹1,12,429.5 Lowest | 3,376.32 ₹1,18,762.06 |
| 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 | 432 | sqm | 80.37 ₹34,719.84 | 80.37 ₹34,719.84 | 68.49 ₹29,587.68 Lowest | 72.34 ₹31,250.88 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 243 | sqm | 15.79 ₹3,836.97 | 15.79 ₹3,836.97 | 13.45 ₹3,268.35 Lowest | 14.21 ₹3,453.03 |
| 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. | 432 | sqm | 18.89 ₹8,160.48 | 18.89 ₹8,160.48 | 16.09 ₹6,950.88 Lowest | 17 ₹7,344 |
| 1.01 | 75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means <br> Type A <br> (II) Bitumen (S-65) | 675 | sqm | 233.58 ₹1,57,666.5 | 233.58 ₹1,57,666.5 | 199.05 ₹1,34,358.75 Lowest | 210.26 ₹1,41,925.5 |
| 1.01 | OD442594/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not
exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in
all a kinds of soil | 290 | sqm | 36.75 ₹10,657.5 | 36.75 ₹10,657.5 | 31.31 ₹9,079.9 Lowest | 33.08 ₹9,593.2 |
| 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) | 25.26 | cum | 9,100 ₹2,29,866 | 9,186.73 ₹2,32,056.8 | 7,828.93 ₹1,97,758.77 Lowest | 8,269.89 ₹2,08,897.42 |
Tender Value
₹5.8 L
EMD Value
₹14,560
Closing Date
4 Mar 2026, 6:00 pmClosed
Resmi J Nair
LID EW Panachikad
134/25-26 - Pallikkunnu CSI church road maintanance kollad kunnu nadapatha concreting
2026_LSGD_840372_1
5/AE/LSGD/PKD/2025-26
Open Tender
Civil Works - Roads
Item Wise
Panachikad GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,285
Yes
₹14,560
Yes
21 May 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
4 Mar 2026
25 Feb 2026
maintanance
OD442574/2025-2026: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 50 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
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
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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.
75.5.11.2.A.2pb:Mix Seal Surfacing - Mechanical 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 Mechanical Means <br> Type A <br> (II) Bitumen (S-65)
OD442594/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5M in all a kinds of soil
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)
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