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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.6 LAccepted-AOC | 1 | Accepted-AOC IST LOWEST | |
| 2 | 2₹5.6 L+₹5,829.70 (1.05%)Rejected-AOC MANIMANGALATHU PALACKAL THEVALAKKARA P O KOLLAM | PATHANAMTHITTA | KERALA | 689694 | 2 | Rejected-AOC II ND LOWEST | |
| 3 | Rejected-Technical | - | Rejected-Technical similar work done successfully | |
| 4 | Rejected-Technical | - | Rejected-Technical similar work done successfully | |
| 5 | Rejected-Technical | - | Rejected-Technical HIGH QUATED RATE |
| Sl No | Description | Qty | Unit | ANIL KUMAR S L2 | UNNIKRISHNA PILLAI A L3 | Girish Kumar L1 | D GOPALAKRISHNAN L4 | RAJESH KUMAR S L5 |
|---|---|---|---|---|---|---|---|---|
| 1.00maintenance of road | ||||||||
| 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. | 138 | sqm | 14.12 ₹1,948.56 | 14.13 ₹1,949.94 | 13.95 ₹1,925.1 Lowest | 15.19 ₹2,096.22 | 15.75 ₹2,173.5 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 6.9 | cum | 2,016.06 ₹13,910.81 Lowest | 2,192.56 ₹15,128.66 | 2,163.87 ₹14,930.7 | 2,357.38 ₹16,265.92 | 2,444.32 ₹16,865.81 |
| 1.00 | 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) | 20.7 | cum | 8,436.28 ₹1,74,631 | 8,441.44 ₹1,74,737.81 | 8,330.98 ₹1,72,451.29 Lowest | 9,076 ₹1,87,873.2 | 9,410.73 ₹1,94,802.11 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 46.24 | sqm | 285.44 ₹13,200.17 | 285.62 ₹13,208.5 | 281.88 ₹13,035.54 Lowest | 307.09 ₹14,201.38 | 318.41 ₹14,724.87 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 451.75 | sqm | 13.93 ₹6,292.88 | 13.94 ₹6,297.4 | 13.75 ₹6,211.56 Lowest | 14.98 ₹6,767.22 | 15.54 ₹7,020.2 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 451.75 | sqm | 266.97 ₹1,20,603.7 | 267.13 ₹1,20,675.98 | 263.64 ₹1,19,099.37 Lowest | 287.21 ₹1,29,747.12 | 297.81 ₹1,34,535.67 |
| 1.01 | OD144439/2025-2026:MorD: Surface dressing of the ground in All kinds of soil 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. | 213.6 | sqm | 32.42 ₹6,924.91 | 32.44 ₹6,929.18 | 32.01 ₹6,837.34 Lowest | 34.88 ₹7,450.37 | 36.16 ₹7,723.78 |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 26.7 | cum | 8,427.86 ₹2,25,023.86 | 8,433.02 ₹2,25,161.63 | 8,322.67 ₹2,22,215.29 Lowest | 9,066.95 ₹2,42,087.57 | 9,401.34 ₹2,51,015.78 |
Tender Value
₹6.4 L
EMD Value
₹15,977
Closing Date
28 Jul 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
O/O ASSISTANT eNGINEER ,LID AND EW SECTION ,THEVALAK
SO 100/2025-26-AYYANKOIKKAL THARAMEL MUKKU ROAD MAINTENANCE WARD 15
2025_LSGD_777965_3
01/2025-26/AE/LID AND EW/TVK/1PHASE
Open Tender
Civil Works - Roads
Item Rate
THEVALAKKARA GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,410
Yes
₹15,977
Yes
3 Oct 2025
21 Jul 2025
30 Jul 2025
21 Jul 2025
28 Jul 2025
21 Jul 2025
Amount
maintenance of road
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.
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
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)
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
OD144439/2025-2026:MorD: Surface dressing of the ground in All kinds of soil 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.
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
ANIL KUMAR S (BID ID -2264087)
UNNIKRISHNA PILLAI A (BID ID -2264697)
D GOPALAKRISHNAN (BID ID -2263919)
RAJESH KUMAR S (BID ID -2264531)
Bidder Name
ANIL KUMAR S
D GOPALAKRISHNAN
UNNIKRISHNA PILLAI A
RAJESH KUMAR S
Girish Kumar
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