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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.3 LAdmitted-Fee/PreQual/Technical/Finance KERALA KL | KOZHIKODE | KERALA | 612906 | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹11.6 L+₹1.3 L (13.1%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VISWANADHAN K L1 | SARAFUDHEEN L2 |
|---|---|---|---|---|---|
| 1.00Namburippotti Vellenkavu Parakkad Road (10 Lakh) | |||||
| 1.00 | OD395224/2025-2026:Surface dressing of the ground including removing vegetation and in-qualities 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 | 333 | sqm | 27.23 ₹9,067.59 Lowest | 37.13 ₹12,364.29 |
| 1.00 | OD395616/2025-2026:(od from 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 , mixing by mix in place method and compacting with smooth plate vibrator to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 33.3 | cum | 1,721.69 ₹57,332.28 Lowest | 2,347.6 ₹78,175.08 |
| 1.00 | OD395223/2025-2026: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 (@ 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) | 41.62 | cum | 6,813.89 ₹2,83,628.17 | 6,757 ₹2,81,260.13 Lowest |
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 85.88 | sqm | 277.62 ₹23,842.01 Lowest | 378.5 ₹32,505.58 |
| 1.00 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | 93.6 | sqm | 202.9 ₹18,991.44 Lowest | 276.6 ₹25,889.76 |
| 1.01 | 5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 999 | sqm | 16.96 ₹16,943.04 Lowest | 23.1 ₹23,076.9 |
| 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) | 999 | sqm | 271.5 ₹2,71,228.5 Lowest | 370.2 ₹3,69,829.8 |
| 1.01 | OD395226/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement | 1 | each | 2,358.56 ₹2,358.56 Lowest | 2,923 ₹2,923 |
| 2.00Perumunda Ammukkuttyammappadi Road (5 Lakh) | |||||
Tender Value
₹12.7 L
EMD Value
₹31,779
Closing Date
2 Nov 2026, 6:55 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
LAC-ADS-(2025-26), Eranad LAC, Work Proposed By Hon. MLA Shri. P K BASHEER (ID 25489) -Perumunda Ammukkuttyammappadi Road (5 Lakh) And Namburippotti Vellenkavu Parakkad Road (10 Lakh) in Chaliyar GP -General Civil Work
2026_LSGD_881840_3
DB1/TN/EE/25/26-27
Open Tender
Civil Works - Roads
Item Rate
240 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
₹31,779
Yes
5 Nov 2026
26 Oct 2026
4 Nov 2026
26 Oct 2026
2 Nov 2026
26 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Namburippotti Vellenkavu Parakkad Road (10 Lakh) | |||||
| 1.001 | OD395224/2025-2026:Surface dressing of the ground including removing vegetation and in-qualities 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 | 333 | sqm | - | - |
| 1.002 | OD395616/2025-2026:(od from 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 , mixing by mix in place method and compacting with smooth plate vibrator to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 33.3 | cum | - | - |
| 1.003 | OD395223/2025-2026: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 (@ 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) | 41.63 | cum | - | - |
| 1.004 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 85.88 | sqm | - | - |
| 1.005 | 5.9.1.2a:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | 93.6 | sqm | - | - |
| 1.006 | 5.2.1a:Tack Coat Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 999 | sqm | - | - |
| 1.007 | 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) | 999 | sqm | - | - |
| 1.008 | OD395226/2025-2026:Providing and fixing Granite of any colour and shade for Name board, of required size laid over base of cement | 1 | each | - | - |
| 2Perumunda Ammukkuttyammappadi Road (5 Lakh) | |||||
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