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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.8 LAccepted-AOC POTHIYIL THOTTIPARAMBIL HOUSE ARAKKUPARAMBA P O MALAPPURAM 679341 | MALAPPURAM | MALAPPURAM | KERALA | 679341 | ₹6.8 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.9 L+₹16,950.69 (2.50%)Rejected-Finance LSGD SECTION THAZHEKODE PERINTHALMANNA MALAPPURAM | KANNUR | KERALA | 670612 | ₹6.9 L+₹16,950.69 (2.50%) | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M Alippu L2 | MOHAMMED FAISAL P T L1 |
|---|---|---|---|---|---|
| 1.00retarring and concreting | |||||
| 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. | 64.16 | sqm | 301.09 ₹19,317.93 | 293.75 ₹18,847 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 77.4 | cum | 67.42 ₹5,218.31 | 65.78 ₹5,091.37 Lowest |
| 1.00 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 29.7 | cum | 3,153.97 ₹93,672.91 | 3,077.04 ₹91,388.09 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. | 639 | sqm | 14.17 ₹9,054.63 | 13.82 ₹8,830.98 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) | 639 | sqm | 280.01 ₹1,78,926.39 | 273.18 ₹1,74,562.02 Lowest |
| 1.01 | OD457630/2025-2026:(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 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) | 44.55 | cum | 8,657.79 ₹3,85,704.54 | 8,446.62 ₹3,76,296.92 Lowest |
| 1.01 | OD457633/2025-2026: 4
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&fixing | 1 | no | 2,966.95 ₹2,966.95 | 2,894.59 ₹2,894.59 Lowest |
Tender Value
Refer Docs
EMD Value
₹16,948
Closing Date
11 Mar 2026, 10:00 amClosed
Assistant Engineer
Assistant Engineer Thazhekkode Grama Panchayath
Annual Plan-Thazhekode gramapanchayth 2025-26 Renovation at Koorikundu Alithara road in ward 15 (pro.no.141)
2026_LSGD_843342_12
03/AE/LID and EW/TKD/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Thazhekkode
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,495
Yes
₹16,948
Yes
27 Aug 2026
4 Mar 2026
12 Mar 2026
4 Mar 2026
11 Mar 2026
4 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1retarring and concreting | |||||
| 1.001 | 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. | 1 | sqm | - | - |
| 1.002 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | - | cum | - | - |
| 1.003 | 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 1 | cum | - | - |
| 1.004 | 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. | - | sqm | - | - |
| 1.005 | 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) | - | sqm | - | - |
| 1.006 | OD457630/2025-2026:(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 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) | 1 | cum | - | - |
| 1.007 | OD457633/2025-2026: 4
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&fixing | - | no | - | - |
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