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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC LSGD SECTION THAZHEKODE PERINTHALMANNA MALAPPURAM | KANNUR | KERALA | 670612 | L1 | Accepted-AOC AOC | |
| 2 | L2₹9.1 L+₹61,200.88 (7.22%)Rejected-Finance | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | M Alippu L1 | K.T. JAMSHAD ABBAS L2 |
|---|---|---|---|---|---|
| 1.00retarring and concreting | |||||
| 1.00 | 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. | 162 | sqm | 14.7 ₹2,381.4 Lowest | 20 ₹3,240 |
| 1.00 | OD146047/2025-2026: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 | 77 | sqm | 33.75 ₹2,598.75 Lowest | 40 ₹3,080 |
| 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. | 169.08 | sqm | 293.75 ₹49,667.25 Lowest | 300 ₹50,724 |
| 1.00 | OD510403/2025-2026:(OD from MoRTH 55.23)Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | 77 | sqm | 985.29 ₹75,867.33 Lowest | 1,000 ₹77,000 |
| 1.00 | 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 | 15.2 | cum | 3,077.04 ₹46,771.01 Lowest | 3,100 ₹47,120 |
| 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. | 1,704 | sqm | 13.82 ₹23,549.28 Lowest | 15 ₹25,560 |
| 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) | 1,704 | sqm | 273.18 ₹4,65,498.72 Lowest | 300 ₹5,11,200 |
| 1.01 | OD518356/2025-2026:(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) | 21.06 | cum | 8,446.62 ₹1,77,868.92 Lowest | 8,900 ₹1,87,416.2 |
| 1.01 | OD145921/2025-2026: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&fixing | 1 | no | 2,936.66 ₹2,936.66 Lowest | 3,000 ₹3,000 |
Tender Value
Refer Docs
EMD Value
₹21,178
Closing Date
14 May 2026, 10:30 amClosed
Assistant Engineer
Assistant Engineer Thazhekkode Grama Panchayath
Annual Plan-Thazhekode gp 2025-26 Renovation at Kappumugham Mattumkuzhi Road in ward 20 (Pro.no.155)
2026_LSGD_849427_2
01/AE/LID and EW/TKD/ET/2026-27
Open Tender
Civil Works - Roads
Item Rate
Thazhekkode
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,870
Yes
₹21,178
Yes
26 Jul 2026
7 May 2026
15 May 2026
7 May 2026
14 May 2026
7 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1retarring and concreting | |||||
| 1.001 | 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. | - | sqm | - | - |
| 1.002 | OD146047/2025-2026: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 | - | sqm | - | - |
| 1.003 | 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. | - | sqm | - | - |
| 1.004 | OD510403/2025-2026:(OD from MoRTH 55.23)Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete. | - | sqm | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | 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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | OD518356/2025-2026:(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 | - | - |
| 1.009 | OD145921/2025-2026: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&fixing | - | no | - | - |
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