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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₹15.8 LAccepted-AOC | L1 | Accepted-AOC lowest rate hence accepted | |
| 2 | L2₹16.2 L+₹39,162.83 (2.48%)Rejected-AOC VATTAPARAMPIL HOUSE MALAYALAPUZHA | PALAKKAD | KERALA | 678001 | L2 | Rejected-AOC higher rate hence rejected | |
| 3 | L3₹16.3 L+₹45,254.50 (2.86%)Rejected-AOC VGP 2023 24 GENERAL CIVIL WORK | FARIDABAD | HARYANA | 121004 | L3 | Rejected-AOC higher rate hence rejected |
Tender Value
Refer Docs
EMD Value
₹46,595
Closing Date
28 Nov 2024, 4:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistanat Engineer
OFFICE OF THE ASSISTANT ENGINEER LID and EW SECTION VADASSERIKKARA GRAMA PANCHAYAT
Annual Plan-PNO 110-Valiyakulam HS-Bunglam kadavu ,Valiyakulam pulippara Bunglam kadavu Road Maintenance in Ward III VGP 2024-25-General Civil Work
2024_LSGD_706656_20
08/AE/LSGD/VGP/2024-25
Open Tender
Civil Works - Roads
Item Rate
180 days
Vadasserikkara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹46,595
Yes
5 Apr 2025
20 Nov 2024
29 Nov 2024
20 Nov 2024
28 Nov 2024
20 Nov 2024
Amount
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
OD159414/2024-2025:Dry Rubble Masonry with hard stone, including packing to compactness to lines and levels,cost and conveyance of all materials, labour charges etc.complete as per approved drawing and relevent technical specifications.
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
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)
Retarring
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.
75.5.5.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.
75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates<br> Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. <br> Case - I By Manual Means <br> (II) Bitumen (S-65)
75.5.12.A.3.2pb:Seal Coat - Manual Means - Type C - Bitumen S-65 - Packed Bitumen Rates <br> Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 <br> A. By Manual Means <br> Case III : Type C <br> (II) Bitumen (S-65)
Irish
OD159637/2024-2025:Surface dressing of the ground including removing vegetation and in equalities not exeeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.50m, 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)
K S PURASHOTHAMAN (BID ID -1987248)
KURIAN K VARGHESE (BID ID -1990399)
Bidder Name
K S PURASHOTHAMAN
KURIAN K VARGHESE
SHERIN P REHIMAN
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1107661.pdf
boq_comp_chart.xlsx
xlsx
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