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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.6 LAccepted-AOC ALAPPUZHA | KERALA | 686102 | L1 | Accepted-AOC LOWEST AMOUNT QUOTED BY ANILKUMAR V M | |
| 2 | L2₹11.0 L+₹41,295.95 (3.90%)Rejected-AOC MUNDACKAL THOMMANKUTHU | ERNAKULAM | KERALA | 680667 | L2 | Rejected-AOC LOWEST AMOUNT QUOTED BY ANILKUMAR V M | |
| 3 | Rejected-Technical | - | Rejected-Technical rejected | |
| 4 | Rejected-Technical | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | ANILKUMAR V M L1 | nizar constructions L3 | ADHARSH CONSTRUCTIONS L2 | JJ ASSOCIATES L4 |
|---|---|---|---|---|---|---|---|
| 1.00Road Maintenance | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 858 | sqm | 13.34 ₹11,445.72 Lowest | 14.2 ₹12,183.6 | 13.86 ₹11,891.88 | 16.01 ₹13,736.58 |
| 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. | 51.47 | sqm | 269.71 ₹13,881.97 Lowest | 288.96 ₹14,872.77 | 280.19 ₹14,421.38 | 323.59 ₹16,655.18 |
| 1.00 | 4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead | 12.38 | cum | 3,125.8 ₹38,681.78 Lowest | 3,349.32 ₹41,447.84 | 3,247.67 ₹40,189.92 | 3,750.64 ₹46,414.17 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 165 | sqm | 66.98 ₹11,051.7 Lowest | 71.77 ₹11,842.05 | 69.59 ₹11,482.35 | 80.37 ₹13,261.05 |
| 1.00 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 165 | sqm | 15.75 ₹2,598.75 Lowest | 16.87 ₹2,783.55 | 16.36 ₹2,699.4 | 18.9 ₹3,118.5 |
| 1.01 | 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. | 412.35 | sqm | 13.16 ₹5,426.53 Lowest | 14.1 ₹5,814.14 | 13.67 ₹5,636.82 | 15.79 ₹6,511.01 |
| 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) | 577.35 | sqm | 252.23 ₹1,45,624.99 Lowest | 270.26 ₹1,56,034.61 | 262.06 ₹1,51,300.34 | 302.65 ₹1,74,734.98 |
| 1.01 | 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) | 103.95 | cum | 7,970.43 ₹8,28,526.2 Lowest | 8,540.42 ₹8,87,776.66 | 8,281.25 ₹8,60,835.94 | 8,402.26 ₹8,73,414.93 |
| 1.01 | OD264865/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost, conveyance, labor charges etc complete. | 1 | each | 1,937.91 ₹1,937.91 Lowest | 2,076.49 ₹2,076.49 | 2,013.47 ₹2,013.47 | 2,325.3 ₹2,325.3 |
Tender Value
₹12.7 L
EMD Value
₹31,773
Closing Date
25 Oct 2025, 5:00 pmClosed
ASSI.EXECUTIVE ENGINEER
ASSI.EXECUTIVE ENGINEER LID EW DIVISION IDUKKI GP PAINAVU
Annual Plan IDP 2025 26 KARIMANNOOR GP KURUMBALAMATTAM SEED FARM ROAD MAINTENANCE 369 26 General Civil Work
2025_LSGD_809922_12
8/T/AEE/LID EW/IDK/2025-2026
Open Tender
Civil Works - Others
Item Rate
300 days
KARIMANNOOR GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹31,773
Yes
13 Jan 2026
17 Oct 2025
27 Oct 2025
17 Oct 2025
25 Oct 2025
17 Oct 2025
17 Oct 2025 - 24 Oct 2025
Amount
Road Maintenance
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
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.
4.9:Wet Mix Macadam <br> Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. <br> By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates <br> Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502
75.5.2.3pb:Tack Coat - With Packed Bitumen Rates <br> Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
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)
OD264865/2025-2026:Providing and fixing of good quality granite name board with lettering including of all cost, conveyance, labor charges etc complete.
ADHARSH CONSTRUCTIONS (BID ID -2409601)
nizar constructions (BID ID -2408839)
JJ ASSOCIATES (BID ID -2408881)
Bidder Name
nizar constructions
ANILKUMAR V M
ADHARSH CONSTRUCTIONS
JJ ASSOCIATES
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