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Tender ID
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC | L1 | Accepted-AOC . | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | chaliyathodi L2 | P. SANILKUMAR L1 |
|---|---|---|---|---|---|
| 1.00High Schoolpadi Pookkatt Padam Road | |||||
| 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. | 20.45 | cum | 70 ₹1,431.5 | 65.78 ₹1,345.2 Lowest |
| 1.00 | OD449608/2025-2026:(OD FROM 4.1.A.1)Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Plant Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers,mixing and compacting by manual means to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 9.43 | cum | 2,900 ₹27,332.5 | 2,880.7 ₹27,150.6 Lowest |
| 1.00 | OD449609/2025-2026:[OD From MoRD 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 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) | 9.43 | cum | 8,500 ₹80,112.5 | 8,446.62 ₹79,609.39 Lowest |
| 1.00 | OD316410/2025-2026: (OD FROM 11.4.1.1)Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6(avoiding form work) | 0.4 | cum | 7,950.03 ₹3,180.01 Lowest | 7,950.03 ₹3,180.01 Lowest |
| 1.00 | 11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 4.2 | cum | 8,080.08 ₹33,936.34 Lowest | 8,080.08 ₹33,936.34 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.08 | tonne | 92,253.53 ₹7,749.3 Lowest | 92,253.53 ₹7,749.3 Lowest |
| 1.01 | 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. | 61.5 | sqm | 293.75 ₹18,065.63 Lowest | 293.75 ₹18,065.63 Lowest |
| 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. | 448 | sqm | 13.82 ₹6,191.36 Lowest | 13.82 ₹6,191.36 Lowest |
| 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) | 448 | sqm | 273.18 ₹1,22,384.64 Lowest | 273.18 ₹1,22,384.64 Lowest |
Tender Value
Refer Docs
EMD Value
₹10,593
Closing Date
27 Feb 2026, 6:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER LID EW SECTION VETTATHUR GP
Annual Plan VETTATHUR GP 2025 26 p r n o 9 9 H I G H S C H O O L P A D I NEDUMKALAM PADAM ROAD HIGH SCHOOL POOKATT PADAM ROAD
2026_LSGD_838586_1
5A AE LID EW VTR 2025 26
Open Tender
Civil Works - Roads
Item Rate
240 days
vettathur
Please refer Tender documents.
10 documents required · 10 mandatory
₹935
Yes
₹10,593
Yes
17 Mar 2026
20 Feb 2026
2 Mar 2026
20 Feb 2026
27 Feb 2026
20 Feb 2026
High Schoolpadi Pookkatt Padam Road
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.
OD449608/2025-2026:(OD FROM 4.1.A.1)Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Plant Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers,mixing and compacting by manual means to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD449609/2025-2026:[OD From MoRD 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 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)
OD316410/2025-2026: (OD FROM 11.4.1.1)Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6(avoiding form work)
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
OD316509/2025-2026: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
Highschoolpadi Nedumkulampadam road
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.
OD316970/2025-2026: (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 c, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD316971/2025-2026: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)( od from 75.8.1)
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