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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.1 LAccepted-AOC | ₹4.1 L | 1 | Accepted-AOC 1 |
| 2 | 2₹4.2 LRejected-AOC | ₹4.2 L | 2 | Rejected-AOC 2 |
| 3 | Rejected-Technical KANNUR | KERALA | 670612 | - | - | Rejected-Technical 3 |
| Sl No | Description | Qty | Unit | Basheer Kandappadi L2 | Alakbar L3 | MOHAMMED SHANAVAS .T T L1 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 226.5 | sqm | 14.7 ₹3,329.55 | 15 ₹3,397.50 | 14.55 ₹3,295.58 |
| 1.00 | OD188538/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil | 98.15 | sqm | 33.75 ₹3,312.56 | 35 ₹3,435.25 | 33.41 ₹3,279.19 |
| 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 | 32.47 | cum | 3,077.04 ₹99,896.10 | 3,100 ₹1.0 L | 3,046.26 ₹98,896.83 |
| 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 | 33.98 | cum | 3,449.92 ₹1.2 L | 3,500 ₹1.2 L | 3,415.42 ₹1.2 L |
| 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 | 226.5 | sqm | 75.89 ₹17,189.09 | 80 ₹18,120 | 75.13 ₹17,016.95 |
| 1.01 | 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. | 226.5 | sqm | 16.39 ₹3,712.34 | 20 ₹4,530 | 16.22 ₹3,673.83 |
| 1.01 | 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) | 226.5 | sqm | 275.36 ₹62,369.04 | 280 ₹63,420 | 272.6 ₹61,743.90 |
| 1.01 | OD187957/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement:
2 fine aggregate: 4course aggregate) laid to required slope and camber in panels as required
including compaction, 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) (excluding form work) | 13.25 | cum | 8,446.62 ₹1.1 L | 8,500 ₹1.1 L | 7,601.95 ₹1.0 L |
| 2.00Name Board | ||||||
Tender Value
₹4.2 L
EMD Value
₹10,554
Closing Date
27 Dec 2025, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, AEE OFFICE, LID and EW SUBDIVISION PERINTHALMANNA BLOCK PANCHAYATH PIN 679322
PerinthaLmanna blockpanchayath 25-26 plan 129/26Vadakkan City - Madambra Road in Alipparambu
2025_LSGD_822758_2
AE/LSGD/PMNA BP/ETN09/2024-25
Open Tender
Civil Works - Roads
90 days
PERINTHALMANNA
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,554
Yes
20 Feb 2026
19 Dec 2025
30 Dec 2025
20 Dec 2025
27 Dec 2025
20 Dec 2025
20 Dec 2025 - 27 Dec 2025
Amount
Road Renovation
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD188538/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil
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
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)
OD187957/2025-2026:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels as required including compaction, 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) (excluding form work)
Name Board
OD187952/2025-2026:Name Board using cloth banner
OD187953/2025-2026:Providing and fixing Granite of any colour and shade for name board , of required size laid over base of cement mortar 1:4 (1 cement: 4 coarse sand ) , including all charges etc. complete at all , levels,including lettering&fixing
Basheer Kandappadi (BID ID -2448338)
Alakbar (BID ID -2448346)
Bidder Name
Basheer Kandappadi
Alakbar
MOHAMMED SHANAVAS .T T
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