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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₹5.7 LAccepted-AOC | L1 | Accepted-AOC l1 | |
| 2 | L2₹7.1 L+₹1.4 L (24.9%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | RISIYAS ALI P L2 | ABDU RAHMAN P L1 |
|---|---|---|---|---|---|
| 1.00RETARRING ROAD AND SIDE PROTECTION | |||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 10.16 | cum | 100 ₹1,016 Lowest | 405.52 ₹4,120.08 |
| 1.00 | OD438446/2024-2025: [Modified 60.7.1]DRY RUBBLE MASONRY-Dry rubble without concrete levelling course
masonry with good quality blasted rubble including packing to compactness to lines and levels
cost and conveyance of all materials,labour charges etc complete as per direction of
Departmental officers at site | 6.96 | cum | 4,500 ₹31,320 | 3,364.52 ₹23,417.06 Lowest |
| 1.00 | OD235262/2025-2026:[OD From MORD 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 plate vibrator to achieve the desired
density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 8 | cum | 5,000 ₹40,000 | 3,034.9 ₹24,279.2 Lowest |
| 1.00 | OD17949/2025-2026:1.003-Specification code: OD271889/2024-2025
Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course
aggregate) laid to required slope and camber | 8.45 | cum | 9,000 ₹76,050 | 8,446.62 ₹71,373.94 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. | 152.88 | sqm | 500 ₹76,440 | 295.49 ₹45,174.51 Lowest |
| 1.01 | 5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 22.02 | sqm | 500 ₹11,010 | 382.21 ₹8,416.26 Lowest |
| 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. | 1,345.5 | sqm | 50 ₹67,275 | 13.73 ₹18,473.72 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) | 1,345.5 | sqm | 300 ₹4,03,650 | 275.36 ₹3,70,496.88 Lowest |
Tender Value
₹5.7 L
EMD Value
₹14,144
Closing Date
6 Oct 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Asst.Engineer
Municipal office Manjeri
Annual Plan-Manjeri Municipality 2024-25 , Project No-333-IMPROVEMENT WORK OF PATTARKKULAM PADATHEPALLI PULLIYAM THODI ROAD-General Civil Work
2025_LSGD_803721_74
2716147/25/5
Open Tender
Civil Works - Others
Item Rate
300 days
Manjeri
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,250
Yes
₹14,144
Yes
1 Dec 2025
1 Oct 2025
7 Oct 2025
1 Oct 2025
6 Oct 2025
1 Oct 2025
Amount
RETARRING ROAD AND SIDE PROTECTION
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD438446/2024-2025: [Modified 60.7.1]DRY RUBBLE MASONRY-Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials,labour charges etc complete as per direction of Departmental officers at site
OD235262/2025-2026:[OD From MORD 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD17949/2025-2026:1.003-Specification code: OD271889/2024-2025 Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber
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.
5.5.B.2a:Modified Penetration Macadam 75 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. (B) 75 mm thick :- (II) Bitumen (S-65)
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.
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)
RISIYAS ALI P (BID ID -2375146)
Bidder Name
ABDU RAHMAN P
RISIYAS ALI P
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