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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₹20.7 LAccepted-AOC | L1 | Accepted-AOC lowest rate hence accepted | |
| 2 | L2₹24.0 L+₹3.2 L (15.7%)Rejected-Finance | L2 | Rejected-Finance higher rate hence rejected |
| Sl No | Description | Qty | Unit | EKM CONSTRUCTIONS L1 | jazir sabah L2 |
|---|---|---|---|---|---|
| 1.00Tarring | |||||
| 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 | 13.5 | cum | 2,700 ₹36,450 Lowest | 3,605 ₹48,667.5 |
| 1.00 | 75.5.1.2pb:Prime Coat - Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502. | 135 | sqm | 72 ₹9,720 Lowest | 92 ₹12,420 |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 135 | sqm | 18 ₹2,430 | 15.5 ₹2,092.5 Lowest |
| 1.00 | OD33914/2025-2026:Close graded premix surfacing/mixed seal surfacing-Providing,laying and rolling of close graded premix surfacing material of 40mm thickness composed of 25mm to 10mm and 11.2mm to 0.09mm aggregate using penetration grade bitumen using VG 30 to the required line grade and level to serve as wearing coarse on previously prepared base including mixing suitable plant laying and rolling a smooth wheeled roller 80 to 100KN capacity and finished to required level and grade | 135 | sqm | 290 ₹39,150 Lowest | 507 ₹68,445 |
| 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. | 1,425 | sqm | 13 ₹18,525 Lowest | 16 ₹22,800 |
| 1.01 | OD33916/2025-2026:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge. | 1,425 | sqm | 900 ₹12,82,500 Lowest | 1,000 ₹14,25,000 |
| 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) | 1.35 | cum | 7,700 ₹10,395 Lowest | 8,900 ₹12,015 |
| 1.01 | OD33917/2025-2026:od29_648679/2020_2021:Providing and Laying of Interlocking Concrete Block Pavements
using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required
pattern over and including a compacted bed of 6mm stone aggregate of 75mm average
thickness, etc. all complete as per the direction of Engineerin- charge | 225 | sqm | 1,050 ₹2,36,250 Lowest | 1,228 ₹2,76,300 |
| 1.01 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 15.75 | cum | 375 ₹5,906.25 Lowest | 850 ₹13,387.5 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
18 Jun 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
THE ASSISTANT EXECUTIVE ENGINEER
O/o THE ASSISTANT EXECUTIVE ENGINEER,THRIKKAKARA MUNICIPALITY
Proj.no-51/2025-26 Ward 10 Thrikkakara municipality -Construction of Pallathupadi bye road - Millumpadi Edachira road
2025_LSGD_768382_16
LIDEW/AEE/ET/22/2025
Open Tender
Civil Works - Roads
Item Rate
180 days
THRIKKAKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
Yes
9 Aug 2025
11 Jun 2025
20 Jun 2025
11 Jun 2025
18 Jun 2025
11 Jun 2025
Amount
Tarring
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
75.5.1.2pb:Prime Coat - Medium 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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
OD33914/2025-2026:Close graded premix surfacing/mixed seal surfacing-Providing,laying and rolling of close graded premix surfacing material of 40mm thickness composed of 25mm to 10mm and 11.2mm to 0.09mm aggregate using penetration grade bitumen using VG 30 to the required line grade and level to serve as wearing coarse on previously prepared base including mixing suitable plant laying and rolling a smooth wheeled roller 80 to 100KN capacity and finished to required level and grade
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.
OD33916/2025-2026:od1262281/2021_2022 :Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin-charge.
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)
OD33917/2025-2026:od29_648679/2020_2021:Providing and Laying of Interlocking Concrete Block Pavements using 100 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 75mm average thickness, etc. all complete as per the direction of Engineerin- charge
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
jazir sabah (BID ID -2227619)
Bidder Name
jazir sabah
EKM CONSTRUCTIONS
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1253333.pdf
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