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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.3 LAccepted-AOC | L1 | Accepted-AOC First Bidder | |
| 2 | L2₹5.4 L+₹6,447.77 (1.21%)Rejected-Finance | L2 | Rejected-Finance Second Bidder | |
| 3 | Rejected-Technical | - | Rejected-Technical Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | ALAN UTHUPPAN L2 | C ABRAHAM L1 | VIJAY V NAIR L3 |
|---|---|---|---|---|---|---|
| 1.00Road maintanace | ||||||
| 1.00 | OD170075/2025-2026:Scarifying Existing Bituminous Surface to a Depth of 150 mm and compacting the aggregates obtained from scarification with power roller, as per direction of departmental officers at site.(Modified item 3.2) | 333 | sqm | 7.2 ₹2,397.6 | 7.1 ₹2,364.3 | 7 ₹2,331 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 | 49.95 | cum | 3,465.59 ₹1,73,106.22 | 3,424 ₹1,71,028.8 Lowest | 3,750.64 ₹1,87,344.47 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 333 | sqm | 74.26 ₹24,728.58 | 73.4 ₹24,442.2 Lowest | 80.37 ₹26,763.21 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 333 | sqm | 17.45 ₹5,810.85 | 17.25 ₹5,744.25 Lowest | 18.89 ₹6,290.37 |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 333 | sqm | 267.23 ₹88,987.59 | 264 ₹87,912 Lowest | 289.21 ₹96,306.93 |
| 1.01 | OD259005/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m.
All kinds of soil | 222 | sqm | 32.91 ₹7,306.02 | 32.5 ₹7,215 Lowest | 36.75 ₹8,158.5 |
| 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) | 27.75 | cum | 8,488.53 ₹2,35,556.71 | 8,387 ₹2,32,739.25 Lowest | 9,186.73 ₹2,54,931.76 |
Tender Value
₹5.8 L
EMD Value
₹14,554
Closing Date
31 Jan 2026, 6:00 pmClosed
Resmi J Nair
LID EW Panachikkd
148/25-26 - Vakkeelnukk - vaayanasala- Saayippu kavala-parayil-kannamkulam- pournamikavala road in ward 18
2026_LSGD_830400_4
4/AE/LSGD/PKD/2025-26
Open Tender
Civil Works - Roads
Item Wise
Panachikkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,285
Yes
₹14,554
Yes
21 Apr 2026
24 Jan 2026
3 Feb 2026
24 Jan 2026
31 Jan 2026
24 Jan 2026
Road maintanace
OD170075/2025-2026:Scarifying Existing Bituminous Surface to a Depth of 150 mm and compacting the aggregates obtained from scarification with power roller, as per direction of departmental officers at site.(Modified item 3.2)
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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)
OD259005/2025-2026:Surface dressing of the ground including removing vegetation and in equalities not exceeding 15cm deep and disposal of rubbish, lead up to 50m and lift up to 1.5m. All 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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