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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₹5.1 LAccepted-AOC | L1 | Accepted-AOC LOWEST | |
| 2 | L2₹6.7 L+₹1.6 L (30.5%)Rejected-AOC | L2 | Rejected-AOC SECOND LOWEST |
| Sl No | Description | Qty | Unit | HARIDAS K K L1 | K.UDAYAPRAKASH L2 |
|---|---|---|---|---|---|
| 1.00Road Retaring | |||||
| 1.00 | OD519324/2024-2025::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 departmental broken stone and
compacting with power roller to get a compact surface. | 4.58 | cum | 7,073.27 ₹32,360.21 Lowest | 7,200 ₹32,940 |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 450 | sqm | 17.31 ₹7,789.5 Lowest | 19 ₹8,550 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 42.5 | cum | 64.32 ₹2,733.6 Lowest | 70 ₹2,975 |
| 1.00 | OD519336/2024-2025:Granular Sub-base with local Materials (Table 400.13)
(A) By Mix in Place Method normal
Construction of granular sub-base by providing local material, spreading in uniform layers with
manually mixing by mix in place method and compacting with Rammers to achieve the desired
density, complete as per Technical Specification Clause 408.
(i) Using naturally occurring gravel | 17 | cum | 2,093.27 ₹35,585.59 Lowest | 2,300 ₹39,100 |
| 1.00 | 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) | 25.5 | cum | 8,254.77 ₹2,10,496.64 Lowest | 8,500 ₹2,16,750 |
| 1.01 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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. | 120 | sqm | 9.77 ₹1,172.4 Lowest | 12 ₹1,440 |
| 1.01 | 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 | 18 | cum | 3,296.29 ₹59,333.22 Lowest | 3,500 ₹63,000 |
| 1.01 | 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 | 120 | sqm | 80.01 ₹9,601.2 Lowest | 90 ₹10,800 |
| 1.01 | 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. | 120 | sqm | 17.31 ₹2,077.2 Lowest | 20 ₹2,400 |
Tender Value
₹5.1 L
EMD Value
₹12,774
Closing Date
9 May 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
ASSISTANT ENGINEER
Office of the Assistant Engineer LID and EW Section Office Kuzhalmannam Grama Panchayath
Annual Plan-Annual Plan 2024-25 K u z h a l m a n n a m G P P r o j n o 2 9 5 IMPROVEMENTS TO PANAYAMKULAM SMASANAM ROAD-Improvements to Panayakulam smashanam road-General Civil Work
2025_LSGD_762421_1
02/ET/2025-26/AE/LIDEW/KZM
Open Tender
Civil Works - Roads
Item Rate
240 days
KUZHALMANNAM GRAMA PANCHAYTH
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,130
Yes
₹12,774
Yes
10 Oct 2025
29 Apr 2025
14 May 2025
29 Apr 2025
9 May 2025
29 Apr 2025
Amount
Road Retaring
OD519324/2024-2025::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 departmental broken stone and compacting with power roller to get a compact surface.
75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
OD519336/2024-2025:Granular Sub-base with local Materials (Table 400.13) (A) By Mix in Place Method normal Construction of granular sub-base by providing local material, spreading in uniform layers with manually mixing by mix in place method and compacting with Rammers to achieve the desired density, complete as per Technical Specification Clause 408. (i) Using naturally occurring gravel
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)
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> 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.
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.
75.5.11.1.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)
Name board
OD526004/2024-2025:Supplying and providing ready made GI name board with all conveyance, labor and hire charges etc complete using GI hollow tube of size 80 x 40 x 1.4 mm, Post 40 x 20 x 1.4 mm outer frame, 6mm thick iron sheet of size 90 x 60cm with two coat of enamel painting over a coat of primer, lettering with suitable color and size fixing the post in ground with CC 1:2:4 etc complete
K.UDAYAPRAKASH (BID ID -2208665)
Bidder Name
HARIDAS K K
K.UDAYAPRAKASH
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