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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.6 LAccepted-AOC | L1 | Accepted-AOC Agreement executed on 3/1/2025 |
Tender Value
₹8.5 L
EMD Value
₹21,181
Closing Date
5 Mar 2024, 6:00 pmClosed
Assistant Engineer, LID and EW, Mannar GP
Office of the Assistant Engineer, LID and EW Section, Mannar Grama Panchayath
RE-TENDER Annual Plan 2023-24 Mannar GP P.No.78 Chittamettu -Vayanasala Road Re-tarring - Ward 10
2024_LSGD_657884_15
05/2023/AE/LIDandEW/MNR/PHASE I
Open Tender
Civil Works - Roads
Percentage
180 days
Mannar
Please refer Tender documents.
8 documents required · 8 mandatory
₹1,870
Yes
₹21,181
Yes
29 Jan 2025
27 Feb 2024
7 Mar 2024
27 Feb 2024
5 Mar 2024
27 Feb 2024
Amount
Re tarring
OD91533/2023-2024:Scarifying the existing road surface to a depth of 150 mm and compacting aggregate obtained from scarifying with power roller.
OD371958/2023-2024:Surface dressing of the ground including removing of vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 m and lift up to 1.50m in all kinds of soil
OD371228/2023-2024:Granular sub base or base or surface course with local materials ( Table 400.13) by mix in place method normal. Construction of granular sub base by providing local material spreading uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per clause 401.4 as per technical specification clause 408.(ii) using Gravel mix soil.
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.
75.5.5.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.
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)
Berm concreting
OD94316/2023-2024:Surface dressing of the ground including removing of vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 m and lift up to 1.50m in all kinds of soil
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)
Bidder Name
Wayguard Construction Private Limited
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1030825.pdf
boq_comp_chart.xlsx
xlsx
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