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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹3.5 L+₹10,680 (3.16%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | JAMSHEER ALI P L1 | MOHAMMED SHAFAF C.T. L2 |
|---|---|---|---|---|---|
| 1.00ROAD TARRING | |||||
| 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. | 10.68 | sqm | 295.49 ₹3,155.83 Lowest | 1,295.49 ₹13,835.83 |
| 1.00 | 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) | 3.12 | sqm | 382.21 ₹1,192.5 Lowest | 382.21 ₹1,192.5 Lowest |
| 1.00 | 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. | 105 | sqm | 13.73 ₹1,441.65 Lowest | 13.73 ₹1,441.65 Lowest |
| 1.00 | 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) | 105 | sqm | 275.36 ₹28,912.8 Lowest | 275.36 ₹28,912.8 Lowest |
| 1.00 | OD159204/2025-2026:[OD from DAR 2.28.1] - 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 | 254 | per sqm | 33.75 ₹8,572.5 Lowest | 33.75 ₹8,572.5 Lowest |
| 1.01 | OD251964/2025-2026:[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 | 25.4 | cum | 3,034.9 ₹77,086.46 Lowest | 3,034.9 ₹77,086.46 Lowest |
| 1.01 | OD159240/2025-2026:1.003-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 | 25.4 | cum | 8,446.62 ₹2,14,544.15 Lowest | 8,446.62 ₹2,14,544.15 Lowest |
| 1.01 | OD302914/2025-2026:Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 (1cement 4 course sand ) including all charges etc complete at all levels including lettering and fixing 2.015-specification code : OD123332/2025-2026 | 1 | each set | 2,923.71 ₹2,923.71 Lowest | 2,923.71 ₹2,923.71 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,446
Closing Date
5 Feb 2026, 5:00 pmClosed
Asst.Engineer
Municipal office Manjeri
nual Plan- 2025-26 Manjeri Municipality Project No- 428-Retarring of thoppilakandi puthalpurakkal road in ward 42-General Civil Work Work
2026_LSGD_831562_15
2716147/25/8
Open Tender
Civil Works - Roads
Item Wise
Manjeri
Please refer Tender documents.
9 documents required · 9 mandatory
₹750
Yes
₹8,446
Yes
11 Jun 2026
29 Jan 2026
7 Feb 2026
29 Jan 2026
5 Feb 2026
29 Jan 2026
ROAD TARRING
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)
OD159204/2025-2026:[OD from DAR 2.28.1] - 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
OD251964/2025-2026:[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
OD159240/2025-2026:1.003-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
OD302914/2025-2026:Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 (1cement 4 course sand ) including all charges etc complete at all levels including lettering and fixing 2.015-specification code : OD123332/2025-2026
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