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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.3 LAccepted-AOC | ₹15.3 L | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY RAJESH K S |
| 2 | L2₹16.7 L+₹1.5 L (9.80%)Rejected-AOC MARIYIL HOUSE MANIPPARA P O KARIMBAN IDUKKI 685602 | IDUKKI | KERALA | 685602 | ₹16.7 L+₹1.5 L (9.80%) | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY RAJESH K S |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Forest Registration not admitted |
| Sl No | Description | Qty | Unit | Shaji Joseph (Maryil Constructions) L2 | kurian L3 | RAJESH K S L1 |
|---|---|---|---|---|---|---|
| 1.00ROAD MAINTANANCE | ||||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 211.63 | sqm | 445.91 ₹94,369.27 | 450 ₹95,234.85 | 406.11 ₹85,946.28 Lowest |
| 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. | 1,860 | sqm | 17.34 ₹32,252.4 | 18 ₹33,480 | 15.79 ₹29,369.4 Lowest |
| 1.00 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65) | 1,860 | sqm | 244.4 ₹4,54,584 | 245 ₹4,55,700 | 222.59 ₹4,14,017.4 Lowest |
| 1.00 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65) | 1,860 | sqm | 102.66 ₹1,90,947.6 | 105 ₹1,95,300 | 93.5 ₹1,73,910 Lowest |
| 1.00 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 78.97 | cum | 225.13 ₹17,779.64 | 230 ₹18,164.25 | 205.04 ₹16,193.03 Lowest |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 78.97 | cum | 10,087.03 ₹7,96,623.19 | 10,100 ₹7,97,647.5 | 9,186.73 ₹7,25,522 Lowest |
| 1.01 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 8.73 | cum | 9,658.95 ₹84,322.63 | 9,700 ₹84,681 | 8,796.86 ₹76,796.59 Lowest |
| 1.01 | OD505386/2025-2026:Providing ad fixing granite nameboard with lettering including of all cost, conveyance labour charges etc. complete | 1 | each | 3,846.91 ₹3,846.91 | 3,850 ₹3,850 | 3,503.56 ₹3,503.56 Lowest |
Tender Value
₹15.3 L
EMD Value
₹38,131
Closing Date
18 Mar 2026, 6:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI DP PAINAVU
Annual Plan- IDK-DP-2025-26 MARIYAPURAM-G P- YOHANNANMEDU- VELLAKAYAM ROAD MAINTENANCE-1284/26-General Civil Work
2026_LSGD_845185_15
19/T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
Item Rate
300 days
MARIYAPURAM GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹38,131
Yes
14 Jul 2026
9 Mar 2026
21 Mar 2026
9 Mar 2026
18 Mar 2026
9 Mar 2026
9 Mar 2026 - 18 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1ROAD MAINTANANCE | |||||
| 1.001 | 75.5.5.B.2pb:Modified Penetration Macadam 75 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. | 0.2 | sqm | - | - |
| 1.002 | 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. | - | sqm | - | - |
| 1.003 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.004 | 75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65) | - | sqm | - | - |
| 1.005 | 8.3.2.A:Earthwork in Hill Road<br>(ii) Excavation in Hilly Areas in Soil by mechanical means <br> A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 1 | cum | - | - |
| 1.006 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 1 | cum | - | - |
| 1.007 | 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 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | - | cum | - | - |
| 1.008 | OD505386/2025-2026:Providing ad fixing granite nameboard with lettering including of all cost, conveyance labour charges etc. complete | - | each | - | - |
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