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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.7 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Board resolution Ambalavayal GP | |
| 2 | L2₹1.7 L+₹375.43 (0.22%)Rejected-Finance VADAKKEDATH HOUSE P O VELLIKULANGARA | THIRUVANANTHAPURAM | KERALA | 695001 | L2 | Rejected-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder | |
| 3 | L3₹1.7 L+₹4,817.48 (2.85%)Rejected-Finance | L3 | Rejected-Finance Third bidder. Kept in abeyance till the execution of agmnt by the First Bidder | |
| 4 | L4₹1.8 L+₹8,847.47 (5.23%)Rejected-Finance | L4 | Rejected-Finance Fourth bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | SUNNY VARGHESE L2 | PURAVATHU K V L4 | PRASAD C O L1 | P M GEORGE L3 |
|---|---|---|---|---|---|---|---|
| 1.00Road | |||||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 36.9 | cum | 64.04 ₹2,363.08 Lowest | 67.24 ₹2,481.16 | 64.04 ₹2,363.08 Lowest | 70 ₹2,583 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 4.05 | cum | 609.91 ₹2,470.14 | 640.41 ₹2,593.66 | 520 ₹2,106 Lowest | 540 ₹2,187 |
| 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 | 18.45 | cum | 3,504.6 ₹64,659.87 | 3,679.83 ₹67,892.86 | 3,504 ₹64,648.8 Lowest | 3,600 ₹66,420 |
| 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 | 246 | sqm | 80.21 ₹19,731.66 Lowest | 84.22 ₹20,718.12 | 80.21 ₹19,731.66 Lowest | 82 ₹20,172 |
| 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. | 246 | sqm | 18.76 ₹4,614.96 Lowest | 19.7 ₹4,846.2 | 18.76 ₹4,614.96 Lowest | 20 ₹4,920 |
| 1.01 | 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) | 246 | sqm | 291.87 ₹71,800.02 Lowest | 306.46 ₹75,389.16 | 291.87 ₹71,800.02 Lowest | 300 ₹73,800 |
| 1.01 | OD258532/2025-2026:Providing and fixing NAME BOARD fixed over MS sheeting, 2 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed
foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701.
600 mm x 600 mm Rectangular | 1 | each | 3,812.22 ₹3,812.22 | 4,002.83 ₹4,002.83 | 3,812 ₹3,812 Lowest | 3,812 ₹3,812 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,236
Closing Date
11 Sept 2025, 5:00 pmClosed
Anagh T P
Office of the Assistant Engineer LIDEW Section Ambalavayal Grama Panchayat
Annual Plan-Pro no126/26 Re tarring Work at Kottambam Unnathi-Ward 2
2025_LSGD_792732_23
AE/ABL/TENDER/2025-26(3)
Open Tender
Civil Works - Roads
Item Rate
365 days
Ambalavayal G P
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,236
Yes
19 Nov 2025
3 Sept 2025
12 Sept 2025
3 Sept 2025
11 Sept 2025
3 Sept 2025
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