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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹37.9 LAccepted-AOC A V HOUSE RAMAPURAM P O MALAPPURAM 679321 | RAMAPURAM | MALAPPURAM | KERALA | 679321 | 1 | Accepted-AOC EE/LIDEW/MPM/128/25-26 | |
| 2 | Rejected-Technical ELIKKATTIL HOUSE KUTTIN POST MALAPPURAM 676324 | MALAPPURAM | MALAPPURAM | KERALA | 676324 | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical | - | Rejected-Technical L3 |
| Sl No | Description | Qty | Unit | ABDULLA A.K. L1 | MANZOOR BABU L2 | Perinthalmanna Scheduled Caste Service Co operative Society Ltd L3 |
|---|---|---|---|---|---|---|
| 1.00Road Improvement Work | ||||||
| 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. | 461.08 | sqm | 262.61 ₹1,21,083.17 Lowest | 290.23 ₹1,33,818.09 | 350 ₹1,61,376.6 |
| 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. | 3,116 | sqm | 12.35 ₹38,482.6 Lowest | 13.65 ₹42,533.4 | 13.65 ₹42,533.4 |
| 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) | 3,116 | sqm | 244.22 ₹7,60,989.52 Lowest | 269.9 ₹8,41,008.4 | 285 ₹8,88,060 |
| 1.00 | OD35098/2025-2026:(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 | 2,300.4 | sqm | 30.17 ₹69,403.07 Lowest | 33.35 ₹76,718.34 | 45 ₹1,03,518 |
| 1.00 | OD292098/2025-2026:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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 desireddensity, complete as per Technical Specification Clause 401. (i) For Grading I Material | 230.04 | cum | 2,713.2 ₹6,24,144.53 Lowest | 2,998.48 ₹6,89,770.34 | 2,998.48 ₹6,89,770.34 |
| 1.01 | OD35099/2025-2026:(OD from MORD 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 required including compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4)
(excluding form work) | 287.55 | cum | 7,551.26 ₹21,71,364.81 Lowest | 8,345.26 ₹23,99,679.51 | 8,345.26 ₹23,99,679.51 |
| 1.01 | OD80910/2025-2026: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& amp; fixing | 1 | each | 2,613.79 ₹2,613.79 Lowest | 2,888 ₹2,888 | 3,500 ₹3,500 |
Tender Value
₹42.4 L
EMD Value
₹50,000
Closing Date
3 Mar 2026, 6:55 pmClosed
EXECUTIVE ENGINEER
Office of the Executive Engineer, LID and EW Division, Malappuram, civil station, Malappuram District Panchayath Building, Malappuram, 676505
GENERAL-Budget - 2025-26- Annexure II, - Vol -II, Sl. No 121-Ramapuram Kadungapuram HS Padi Road Renovation-General Civil Work
2026_LSGD_839735_3
DB1/TN/EE/56/25-26
Open Tender
Civil Works - Roads
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹50,000
Yes
18 Apr 2026
24 Feb 2026
5 Mar 2026
24 Feb 2026
3 Mar 2026
24 Feb 2026
Road Improvement Work
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.
5.2.1a: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)
OD35098/2025-2026:(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
OD292098/2025-2026:[OD From MORD 4.1.A.1] Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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 desireddensity, complete as per Technical Specification Clause 401. (i) For Grading I Material
OD35099/2025-2026:(OD from MORD 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 required including compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) (excluding form work)
OD80910/2025-2026: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& amp; fixing
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