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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.9 LAccepted-AOC EDAKKANDY MANNIL AVALA P O KOYILANDI TALUK KOZHIKODE DISTRICT | KOZHIKODE | KERALA | 612906 | ₹5.9 L | L1 | Accepted-AOC Accepted Vide Resolution No. 2(1) dtd 03/11/25 |
| 2 | L2₹5.9 LRejected-AOC CHATTIKKAL HOUSE KOTTAPPADI | KOTTAYAM | KERALA | 686001 | ₹5.9 L | L2 | Rejected-AOC Higher rate and hence not admitted |
| 3 | L3₹6.0 LRejected-Finance | ₹6.0 L | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | BIJU L2 | KAREEM M L1 | TOM KATTAKKAYAM L3 |
|---|---|---|---|---|---|---|
| 1.00RE-TARRING | ||||||
| 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. | 142.29 | cum | 64.04 ₹9,112.25 | 60 ₹8,537.4 | 65.34 ₹9,297.23 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 47.43 | cum | 3,124.47 ₹1,48,193.61 | 3,124 ₹1,48,171.32 | 3,186.96 ₹1,51,157.51 |
| 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 | 71.14 | cum | 3,504.6 ₹2,49,334.77 | 3,504.6 ₹2,49,334.77 | 3,574.7 ₹2,54,322.03 |
| 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 | 474.3 | sqm | 80.21 ₹38,043.6 | 80.21 ₹38,043.6 | 81.82 ₹38,807.23 |
| 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. | 474.3 | sqm | 18.76 ₹8,897.87 | 18.76 ₹8,897.87 | 19.13 ₹9,073.36 |
| 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) | 474.3 | sqm | 291.87 ₹1,38,433.94 | 291.87 ₹1,38,433.94 | 297.7 ₹1,41,199.11 |
Tender Value
₹5.9 L
EMD Value
₹14,800
Closing Date
25 Oct 2025, 6:00 pmClosed
Assistant Engineer
OFFICE OF THE ASSISTANT ENGINEER, LIDEW VELOM GP
Annual Plan-Construction of Mabrachalil Buds school road-proj no 244/26-General Civil Work
2025_LSGD_811470_1
44/TENDER/2025/AE/LIDEW/VELOM
Open Tender
Civil Works - Roads
180 days
VELOM GRAMA PANCHAYATH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,800
Yes
7 Jan 2026
17 Oct 2025
27 Oct 2025
17 Oct 2025
25 Oct 2025
17 Oct 2025
Amount
RE-TARRING
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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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)
BIJU (BID ID -2408289)
TOM KATTAKKAYAM (BID ID -2408331)
Bidder Name
KAREEM M
TOM KATTAKKAYAM
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