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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹17.7 LAccepted-Finance | ₹17.7 L | 1 | Accepted-Finance L1 |
| 2 | Rejected-Technical SREELAKSHMI HOUSE KOLAKKOTTUCHOLA P O MALAPPURAM KERALA | MALAPPURAM | MALAPPURAM | KERALA | 676517 | - | - | Rejected-Technical L4 |
| 3 | Rejected-Technical BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | - | - | Rejected-Technical L2 |
| 4 | Rejected-Technical MANNILTHODI EDAKKARATHODI VEEDU AREEKODE KEEZHURAMBA P O MALAPPURAM KERALA 673639 | AREEKODE | MALAPPURAM | KERALA | 673639 | - | - | Rejected-Technical L3 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | JIJEESH P L4 | SURESHBABU P L5 | MOHAMMED ASHIF L3 | Mohamed Fazal L2 | MOIDEENKUTTY URPATTIL L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00Renovation | ||||||||
| 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. | 1,212 | sqm | 14.7 ₹17,816.4 | 15.75 ₹19,089 | 14.7 ₹17,816.4 | 13 ₹15,756 Lowest | 14.7 ₹17,816.4 |
| 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 | 165.39 | cum | 3,077.04 ₹5,08,911.65 | 3,230.89 ₹5,34,356.9 | 2,904.73 ₹4,80,413.29 | 2,797 ₹4,62,595.83 | 2,460 ₹4,06,859.4 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 | 181.8 | cum | 3,449.92 ₹6,27,195.46 | 3,622.42 ₹6,58,555.96 | 3,256.72 ₹5,92,071.7 | 2,931 ₹5,32,855.8 | 2,760 ₹5,01,768 Lowest |
| 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 | 1,212 | sqm | 79.88 ₹96,814.56 Lowest | 83.87 ₹1,01,650.44 | 80.36 ₹97,396.32 | 79.88 ₹96,814.56 Lowest | 79.88 ₹96,814.56 Lowest |
| 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. | 1,212 | sqm | 16.87 ₹20,446.44 Lowest | 17.71 ₹21,464.52 | 16.87 ₹20,446.44 Lowest | 16.87 ₹20,446.44 Lowest | 16.87 ₹20,446.44 Lowest |
| 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) | 1,212 | sqm | 278.95 ₹3,38,087.4 Lowest | 292.9 ₹3,54,994.8 | 278.95 ₹3,38,087.4 Lowest | 278.95 ₹3,38,087.4 Lowest | 278.95 ₹3,38,087.4 Lowest |
| 1.01 | OD88798/2026-2027:(OD from 75.8.1) 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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) (Excluding form work) | 27.95 | cum | 8,446.62 ₹2,36,083.03 | 8,868.95 ₹2,47,887.15 | 7,601.96 ₹2,12,474.78 | 7,337 ₹2,05,069.15 | 6,334.97 ₹1,77,062.41 Lowest |
| 1.01 | 75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 27.63 | cum | 8,784.48 ₹2,42,723.97 | 9,223.7 ₹2,54,860.05 | 7,906.03 ₹2,18,451.51 | 7,777 ₹2,14,886.29 | 6,588.36 ₹1,82,042.98 Lowest |
| 1.01 | OD88989/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 mm cm in depth ,consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift up to 1.5 m as per direction of site engineer -in -charge | 55.24 | cum | 445.65 ₹24,616.81 | 467.93 ₹25,847.52 | 425.15 ₹23,484.44 Lowest | 445 ₹24,580.91 | 445.65 ₹24,616.81 |
Tender Value
₹21.2 L
EMD Value
₹50,000
Closing Date
1 Aug 2026, 6:55 pmClosed
ASSISTANT EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
Annual Plan-Malappuram DP (2026-27), Project No 353-27 -Improvement of Chenakkal Angadi Irumbothinal Kadavu road Thenhipalam GP-General Civil Work
2026_LSGD_862002_40
DB1/TN/AEE/08/26-27
Open Tender
Civil Works - Roads
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹50,000
Yes
11 Sept 2026
24 Jul 2026
3 Aug 2026
24 Jul 2026
1 Aug 2026
24 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | 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 | 1 | cum | - | - |
| 1.003 | 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 | - | cum | - | - |
| 1.004 | 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 | - | sqm | - | - |
| 1.005 | 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. | - | sqm | - | - |
| 1.006 | 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) | - | sqm | - | - |
| 1.007 | OD88798/2026-2027:(OD from 75.8.1) 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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) (Excluding form work) | 1 | cum | - | - |
| 1.008 | 75.8.1: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 (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.009 | OD88989/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not
exceeding 20 mm cm in depth ,consolidating each deposited layer by ramming and watering, lead up to 50 m
and lift up to 1.5 m as per direction of site engineer -in -charge | 1 | cum | - | - |
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