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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₹5.0 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.1(1) dtd.5-02-2025 of mannarkkad municipality | |
| 2 | L2₹5.0 L+₹106.16 (0.02%)Rejected-AOC | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | karthikeyan L2 | PREMARAJ K L1 |
|---|---|---|---|---|---|
| 1.00ROAD RE-TARRING WORK | |||||
| 1.00 | OD346507/2024-2025:Filling up pot holes ( cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface | 9.02 | cum | 7,059.96 ₹63,659.66 | 7,059 ₹63,651 Lowest |
| 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. | 975 | sqm | 17.03 ₹16,604.25 | 17 ₹16,575 Lowest |
| 1.00 | 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) | 975 | sqm | 255.37 ₹2,48,985.75 | 255.3 ₹2,48,917.5 Lowest |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 10.5 | cum | 458.63 ₹4,815.62 Lowest | 458.63 ₹4,815.62 Lowest |
| 1.00 | OD346506/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of disposal of rubbish,lead up to 50m and lift up to 1.5m in all kinds of soil | 113.3 | sqm | 29.66 ₹3,360.48 Lowest | 29.66 ₹3,360.48 Lowest |
| 1.01 | OD346512/2024-2025:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 8.5 | cum | 2,768.67 ₹23,528.16 Lowest | 2,768.67 ₹23,528.16 Lowest |
| 1.01 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 17 | cum | 8,254.77 ₹1,40,289.82 Lowest | 8,254.77 ₹1,40,289.82 Lowest |
| 2.00NAME BOARD | |||||
| 2.00 | OD354291/2024-2025:Supplying and providing readymade GI name board with all conveyance ,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size ,fixing the post in ground with cc 1:2:4 etc complete | 1 | each | 2,597.6 ₹2,597.6 Lowest | 2,597.6 ₹2,597.6 Lowest |
Tender Value
₹5.0 L
EMD Value
₹12,596
Closing Date
27 Jan 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
The Assistant Engineer, LSGD Section,Mannarkkad Municipality
Mannarkkad Municiplity 2024-2025 Narangapatta Nayadikunnu Mukkannam Road Retaring and Side concrete in ward 22-Project N0 595/25
2025_LSGD_727006_19
4/2024-25/AE/LIDEW/MKDMNCP
Open Tender
Civil Works - Roads
Item Rate
180 days
Mannarkkad Municipality
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,115
Yes
₹12,596
Yes
6 Dec 2025
20 Jan 2025
29 Jan 2025
20 Jan 2025
27 Jan 2025
20 Jan 2025
Amount
ROAD RE-TARRING WORK
OD346507/2024-2025:Filling up pot holes ( cut and formed to regular shapes and all loose and defective materials removed) after supplying a prime coat of hot bitumen using 36mm broken stone and compacting with power roller to get a compact surface
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.
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)
3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
OD346506/2024-2025:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of disposal of rubbish,lead up to 50m and lift up to 1.5m in all kinds of soil
OD346512/2024-2025:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
NAME BOARD
OD354291/2024-2025:Supplying and providing readymade GI name board with all conveyance ,labour andhire charges etc complete using GI hollow tube of size 80x40x1.4mm post,40x20x1.4mm outer frame,0.6mm thick iron sheet of size 90 x 60 cm with two coat of enamel painting over a coat of primer,lettering with suitable colour and size ,fixing the post in ground with cc 1:2:4 etc complete
karthikeyan (BID ID -2078608)
Bidder Name
PREMARAJ K
karthikeyan
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finance_1158851.pdf
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