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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹38.0 LAccepted-AOC | 1 | Accepted-AOC EE/LIDEW/MPM/014/26-27 | |
| 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 | MANZOOR BABU L2 | Perinthalmanna Scheduled Caste Service Co operative Society Ltd L3 | MOHAMMED SHAMEER K. L1 |
|---|---|---|---|---|---|---|
| 1.002464-Kuruppathal Puzhakkattiri Road Renovation | ||||||
| 1.00 | OD167597/2025-2026:[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 | 1,075 | sqm | 33.24 ₹35,733 | 45 ₹48,375 | 30.38 ₹32,658.5 Lowest |
| 1.00 | OD167598/2025-2026: [ OD From 75.8.1 ]Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4
course 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 course
aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per
specification
(i) Nominal mix (1:2:4) | 135 | cum | 8,319.92 ₹11,23,189.2 | 8,550 ₹11,54,250 | 7,601.96 ₹10,26,264.6 Lowest |
| 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) | 1,056.44 | sqm | 374.53 ₹3,95,668.47 | 420 ₹4,43,704.8 | 342.21 ₹3,61,524.33 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. | 7,000 | sqm | 13.61 ₹95,270 | 15 ₹1,05,000 | 12.44 ₹87,080 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) | 7,000 | sqm | 269.08 ₹18,83,560 | 305 ₹21,35,000 | 245.86 ₹17,21,020 Lowest |
| 1.01 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 27.5 | cum | 64.79 ₹1,781.73 | 75 ₹2,062.5 | 59.21 ₹1,628.28 Lowest |
| 1.01 | OD167649/2025-2026:[OD From DAR 60.7.1] DRY RUBBLE MASONRY_ Dry rubble without concrete leveling 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 Department officer at site. | 21.9 | cum | 3,763.92 ₹82,429.85 | 3,950 ₹86,505 | 3,439.12 ₹75,316.73 Lowest |
| 1.01 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20 | 1.61 | cum | 8,945.21 ₹14,428.62 | 9,150 ₹14,758.95 | 8,173.29 ₹13,183.52 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | 90,869.73 ₹5,543.05 | 94,500 ₹5,764.5 | 83,028.18 ₹5,064.72 Lowest |
Tender Value
₹42.2 L
EMD Value
₹50,000
Closing Date
9 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 2464-Kuruppathal Puzhakkattiri Road Renovation-General Civil Work
2026_LSGD_841763_7
DB1/TN/EE/60/25-26
Open Tender
Civil Works - Roads
Item Rate
365 days
MALAPPURAM
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,950
₹50,000
Yes
4 Jun 2026
2 Mar 2026
11 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
2464-Kuruppathal Puzhakkattiri Road Renovation
OD167597/2025-2026:[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
OD167598/2025-2026: [ OD From 75.8.1 ]Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4 course 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 course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
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)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD167649/2025-2026:[OD From DAR 60.7.1] DRY RUBBLE MASONRY_ Dry rubble without concrete leveling 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 Department officer at site.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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.
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
OD167693/2025-2026:[OD From MoRD 6.7] - interlocking concrete block Pavement Providing and laying of interlocking Concrete block Pavements having thickness 80 mm as per drawing and Technical Specification Clause 1504.
OD294198/2025-2026:Providing and fixing Granite of any colour and shade for name board of required size laid over base of cement mortar1:4 (1 cement : 4 coarse sand) including all cjharges etc complete at all levels including lettering and fixing
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