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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.3 LAccepted-AOC THENGUMPALLIL HOUSE KALLAR RAJAPURAM 671532 | RAJAPURAM | KASARAGOD | KERALA | 671532 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KARIMPANAKKAL HOUSE P O PIACHIKKARA 671534 KASARAGOD DT KERALA STATE | PIACHIKKARA | KASARAGOD | KERALA | 671534 | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MUKESH VARKEY L3 | T J Joseph Joy L1 | SATHEESH M L2 |
|---|---|---|---|---|---|---|
| 1.00IMPROVEMENT | ||||||
| 1.00 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 482 | cum | 50.34 ₹24,263.88 | 49.87 ₹24,037.34 Lowest | 50.27 ₹24,230.14 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 9.6 | cum | 2,288.95 ₹21,973.92 | 2,267.91 ₹21,771.94 Lowest | 2,286.8 ₹21,953.28 |
| 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 | 48.6 | cum | 3,457.77 ₹1,68,047.62 | 3,425.98 ₹1,66,502.63 Lowest | 3,454.55 ₹1,67,891.13 |
| 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 | 324 | sqm | 75.11 ₹24,335.64 | 74.42 ₹24,112.08 | 74.24 ₹24,053.76 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. | 324 | sqm | 16.23 ₹5,258.52 | 16.08 ₹5,209.92 | 16.04 ₹5,196.96 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) | 324 | sqm | 270.97 ₹87,794.28 | 268.48 ₹86,987.52 Lowest | 270.93 ₹87,781.32 |
Tender Value
₹3.4 L
EMD Value
₹8,470
Closing Date
17 Mar 2026, 2:00 pmClosed
SISUPALAN KOILARIAN
OFFICE OF THE ASSISTANT ENGINEER KALLAR GP
Annual Plan-PRO NO 371/2025-2026 PRAKKAYAM CHEDIKKUND SOUTH ANCHALA ROAD IMPROVEMENT IN KALLAR-371/2025-2026-General Civil Work
2026_LSGD_845829_6
08/AE/LID AE/2025KALLAR GP
Open Tender
Civil Works - Others
Item Rate
210 days
KALLAR GP
Please refer Tender documents.
3 documents required · 3 mandatory
₹750
Yes
₹8,470
Yes
9 Jul 2026
10 Mar 2026
18 Mar 2026
10 Mar 2026
17 Mar 2026
10 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1IMPROVEMENT | |||||
| 1.001 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | - | cum | - | - |
| 1.002 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 1 | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | - | sqm | - | - |
| 1.005 | 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. | - | sqm | - | - |
| 1.006 | 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) | - | sqm | - | - |
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