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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 | L1₹4.1 LAccepted-AOC ERATTUPETTA BLOCK PANCHAYATH KERALA | L1 | Accepted-AOC Lowest rate and hence the work is awarded to the Contractor vide Resolution No. /Order No.resolution number 1(2) dated 30/06/2025 of ErattupettaBlock Panchayat | |
| 2 | L2₹4.1 L+₹3,307.20 (0.81%)Rejected-AOC ERATTUPETTA BLOCK PANCHAYATH KERALA | L2 | Rejected-AOC Higher rate and hence the tender is Not admitted | |
| 3 | L3₹4.2 L+₹16,518.38 (4.06%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | STAR CONSTRUCTIONS L1 | Denny Jose L2 | St.joseph Constructions L3 |
|---|---|---|---|---|---|---|
| 1.00Road retarring | ||||||
| 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. | 150.4 | sqm | 15.39 ₹2,314.66 Lowest | 15.5 ₹2,331.2 | 16.01 ₹2,407.9 |
| 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. | 7.23 | sqm | 402.02 ₹2,907.41 Lowest | 405.3 ₹2,931.13 | 418.33 ₹3,025.36 |
| 1.00 | 75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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. | 21 | sqm | 310.97 ₹6,528.82 Lowest | 313.5 ₹6,581.93 | 323.59 ₹6,793.77 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 16.45 | cum | 3,604.37 ₹59,309.91 Lowest | 3,634.3 ₹59,802.41 | 3,750.64 ₹61,716.78 |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 150.4 | sqm | 77.24 ₹11,616.9 Lowest | 77.87 ₹11,711.65 | 80.37 ₹12,087.65 |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 150.4 | sqm | 18.16 ₹2,731.26 Lowest | 18.3 ₹2,752.32 | 18.9 ₹2,842.56 |
| 1.01 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates 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. | 908.1 | sqm | 15.17 ₹13,775.88 Lowest | 15.3 ₹13,893.93 | 15.79 ₹14,338.9 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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) | 1,058.5 | sqm | 290.85 ₹3,07,864.73 Lowest | 293.2 ₹3,10,352.2 | 302.65 ₹3,20,355.03 |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
25 Jun 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASWATHY A
Office of the Assistant Executive Engineer, LID and EW Sub Division Erattupetta block Panchayath
Annual Plan-2025 - 26 Melukavu Division - Kanjiramkavala - Kalluvettam - Kalappurappara Road Re- Tarring - AELSGD - S0023/26-General Civil Work
2025_LSGD_769571_6
01//E Tender/Annual plan/ETPA/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
erattupetta block
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
₹10,581
4 Oct 2025
17 Jun 2025
27 Jun 2025
17 Jun 2025
25 Jun 2025
17 Jun 2025
Amount
Road retarring
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.
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.
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates 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 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. By Mechanical Means with 1 km lead
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 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 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 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)
Denny Jose (BID ID -2232325)
St.joseph Constructions (BID ID -2232601)
Bidder Name
St.joseph Constructions
Denny Jose
STAR CONSTRUCTIONS
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1255588.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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