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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC AIKKARANAD G P 2024 25 P NO 245 KADAMATTOM SCHOO IMAINTENANCE WARD 7 | ERNAKULAM | KERALA | 680667 | ₹8.5 L | L1 | Accepted-AOC L1 BIDDER |
| 2 | L2₹8.8 L+₹33,787.22 (3.99%)Rejected-Finance | ₹8.8 L+₹33,787.22 (3.99%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | BIJU B.N L2 | Sooraj P.R L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | OD5705/2025-2026:Sectioning of old surface of roads. | 608.12 | sqm | 35 ₹21,284.38 | 31.2 ₹18,973.5 Lowest |
| 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 | 60.81 | cum | 3,400 ₹2,06,764.2 | 3,337.88 ₹2,02,986.5 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 | 78.75 | cum | 3,800 ₹2,99,250 | 3,750.64 ₹2,95,362.9 Lowest |
| 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 | 525 | sqm | 85 ₹44,625 | 80.37 ₹42,194.25 Lowest |
| 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. | 525 | sqm | 25 ₹13,125 | 18.9 ₹9,922.5 Lowest |
| 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) | 525 | sqm | 330 ₹1,73,250 | 302.65 ₹1,58,891.25 Lowest |
| 1.01 | OD14245/2025-2026:Providing Plain cement concrete for road work EXCLUSIVE OF FORMWORK CC 1:2:4 (1
cement: 2 fine aggregate: 4
course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required
including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete.
Max. size of course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) Modified 75.8.1 | 12.47 | cum | 9,500 ₹1,18,455.5 | 9,195.92 ₹1,14,663.93 Lowest |
| 1.01 | OD5903/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.90 sqm including
engraving and painting letters etc complete as per direction of engineer-in-charge at site | 0.54 | sqm | 7,980 ₹4,309.2 | 7,928.2 ₹4,281.23 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,182
Closing Date
22 Oct 2025, 6:00 pmClosed
SECRETARY,BLOCK PANCHAYAT
SECRETARY,BLOCK PANCHAYAT
MLA-SDF-Mulanthuruthy BP-2024-25- Mekkattuthazham- Nechoor road in ward 5 of Maneed Grama Panchayath-General Civil Work
2025_CRD_810074_1
10/BDO/MLTY-2025-26
Open Tender
Miscellaneous Services
Item Rate
Mulanthuruthy Block Panchayath Area(151/3Ezhuppura
MLA-SDF-Mulanthuruthy BP-2024-25-
Mekkattuthazham- Nechoor road in ward 5 of
Maneed Grama Panchayath-General Civil
Work
8 documents required · 8 mandatory
₹1,870
Yes
₹21,182
Yes
3 Jun 2026
15 Oct 2025
24 Oct 2025
15 Oct 2025
22 Oct 2025
15 Oct 2025
15 Oct 2025 - 22 Oct 2025
Amount
OD5705/2025-2026:Sectioning of old surface of roads.
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)
OD14245/2025-2026:Providing Plain cement concrete for road work EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
OD5903/2025-2026:Supplying and fixing in place granite name board of slab area less than 0.90 sqm including engraving and painting letters etc complete as per direction of engineer-in-charge at site
BIJU B.N (BID ID -2403383)
Bidder Name
BIJU B.N
Sooraj P.R
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