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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₹7.9 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹8.1 L+₹13,772.42 (1.74%)Rejected-AOC | 2 | Rejected-AOC L2 | |
| 3 | 3₹8.3 L+₹37,226.91 (4.70%)Rejected-Finance | 3 | Rejected-Finance L3 | |
| 4 | 4₹8.3 L+₹41,503.04 (5.24%)Rejected-Finance | 4 | Rejected-Finance L4 | |
| 5 | 5₹8.4 L+₹46,537.40 (5.88%)Rejected-Finance KALAPPURACKAL H RAMAPURAM BAZAR P O KOTTAYAM 686576 | RAMAPURAM | KOTTAYAM | KERALA | 686576 | 5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | P. S. Sunil L3 | Aravind U L4 | ANSHAD P K L1 | SACHIN SIJUMON L2 | Siby Joseph L5 |
|---|---|---|---|---|---|---|---|---|
| 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. | 40 | sqm | 15.67 ₹626.8 | 15.71 ₹628.4 | 15 ₹600 Lowest | 150 ₹6,000 | 15.85 ₹634 |
| 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 | 9 | cum | 3,671.88 ₹33,046.92 | 3,679.38 ₹33,114.42 | 3,514 ₹31,626 Lowest | 4,200 ₹37,800 | 3,713.13 ₹33,418.17 |
| 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 | 90 | sqm | 78.68 ₹7,081.2 | 78.84 ₹7,095.6 | 75 ₹6,750 Lowest | 80 ₹7,200 | 79.57 ₹7,161.3 |
| 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. | 90 | sqm | 18.5 ₹1,665 | 18.54 ₹1,668.6 | 17.65 ₹1,588.5 | 16 ₹1,440 Lowest | 18.71 ₹1,683.9 |
| 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. | 324.2 | sqm | 409.55 ₹1,32,776.11 | 418.33 ₹1,35,622.59 | 391 ₹1,26,762.2 | 305 ₹98,881 Lowest | 414.15 ₹1,34,267.43 |
| 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. | 2,002.5 | sqm | 15.46 ₹30,958.65 | 15.49 ₹31,018.73 | 14.75 ₹29,536.88 Lowest | 16 ₹32,040 | 15.63 ₹31,299.08 |
| 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) | 2,092.5 | sqm | 296.29 ₹6,19,986.83 | 296.9 ₹6,21,263.25 | 283 ₹5,92,177.5 Lowest | 295 ₹6,17,287.5 | 299.62 ₹6,26,954.85 |
| 1.01 | OD194111/2025-2026:Supplying and fixing in position Granite Name Board clearly engraving the letters to a granite
plague of size 60cmx45cm, granite slab of approved shade, colour and texture laid over 20mm
thick cement mortar (1 | 1 | each | 2,961.48 ₹2,961.48 | 2,967.53 ₹2,967.53 | 2,835 ₹2,835 Lowest | 5,000 ₹5,000 | 2,994.75 ₹2,994.75 |
Tender Value
₹8.5 L
EMD Value
₹21,172
Closing Date
18 Aug 2025, 2:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Executive Engineer
Assistant Executive Enginee LID and EW Division Kottayamr
Annual Plan DPK 127/26 bharananganam Division Karooer Grama Panchayat Ward 13 Chittar Amettupalli Road Retaring and Irish General Civil Work-1
2025_LSGD_784306_9
9/2025-26/AEE/LID EW
Open Tender
Civil Works - Roads
Item Rate
45 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,172
Yes
7 Oct 2025
11 Aug 2025
19 Aug 2025
11 Aug 2025
18 Aug 2025
11 Aug 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.
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.
75.5.5.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.
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)
OD194111/2025-2026:Supplying and fixing in position Granite Name Board clearly engraving the letters to a granite plague of size 60cmx45cm, granite slab of approved shade, colour and texture laid over 20mm thick cement mortar (1
SACHIN SIJUMON (BID ID -2292439)
P. S. Sunil (BID ID -2292996)
Aravind U (BID ID -2293028)
Siby Joseph (BID ID -2293229)
Bidder Name
Aravind U
P. S. Sunil
Siby Joseph
ANSHAD P K
SACHIN SIJUMON
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