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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAccepted-AOC THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | ₹3.1 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical ADUKKATTU HOUSE THIMIRI PO | KERALA | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical VELLANKULAMATTATHIL HOUSE KANNARAGOD 671 | KANNARAGOD | KERALA | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | T J Joseph Joy L1 | A K REJEESH L3 | Benny Jose L2 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTENANCE WORK | ||||||
| 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 | 55.35 | cum | 3,281.17 ₹1,81,612.76 | 3,364.77 ₹1,86,240.02 | 3,319.67 ₹1,83,743.73 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 369 | sqm | 70.55 ₹26,032.95 | 76.81 ₹28,342.89 | 71.38 ₹26,339.22 |
| 1.00 | 5.2.3a:Tack Coat 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. | 369 | sqm | 15.27 ₹5,634.63 | 17.28 ₹6,376.32 | 15.45 ₹5,701.05 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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) | 369 | sqm | 259.15 ₹95,626.35 | 271.71 ₹1,00,260.99 | 262.19 ₹96,748.11 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders 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. | 10.35 | cum | 570.78 ₹5,907.57 | 395.56 ₹4,094.05 | 577.47 ₹5,976.81 |
Tender Value
₹3.4 L
EMD Value
₹8,472
Closing Date
5 Nov 2025, 11:00 amClosed
SISUPALAN KOILARIAN
OFFICE OF THE ASSISTANT ENGINEER KALLAR GP
Annual Plan-PRO NO 140/2025-2026 KAKKUNDU CHEEMULLU ROAD IMPROVEMENT IN KALLAR GP- PR NO 140/25-26-General Civil Work
2025_LSGD_815984_5
04/AE/LID EW/KALLAR GP
Open Tender
Civil Works - Buildings
KALLAR GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹750
Yes
₹8,472
Yes
24 Jun 2026
28 Oct 2025
6 Nov 2025
28 Oct 2025
5 Nov 2025
28 Oct 2025
Amount
ROAD MAINTENANCE WORK
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
5.1.1a:Prime Coat :- Low porosity 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 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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 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)
3.14:Construction of Subgrade and Earthen Shoulders 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.
Benny Jose (BID ID -2428755)
A K REJEESH (BID ID -2428784)
Bidder Name
T J Joseph Joy
Benny Jose
A K REJEESH
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