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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹5.9 L+₹10,808.70 (1.85%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹6.0 L+₹11,396.79 (1.95%)Rejected-AOC | L3 | Rejected-AOC L3 |
| Sl No | Description | Qty | Unit | Ramachandran.P.K L1 | O RAMESH L2 | SYDHICK A T L3 |
|---|---|---|---|---|---|---|
| 1.00RETARRING | ||||||
| 1.00 | 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. | 60 | sqm | 16.01 ₹960.6 | 14.41 ₹864.6 Lowest | 14.42 ₹865.2 |
| 1.00 | OD311478/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density complete as per clause 401.4 as per technical specification clause 408.ii using gravel mix soil | 30.6 | cum | 1,750 ₹53,550 Lowest | 2,107.74 ₹64,496.84 | 2,109.85 ₹64,561.41 |
| 1.00 | 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 | 9 | cum | 2,700 ₹24,300 Lowest | 3,375.95 ₹30,383.55 | 3,379.32 ₹30,413.88 |
| 1.00 | 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 | 60 | sqm | 80.37 ₹4,822.2 | 72.34 ₹4,340.4 Lowest | 72.41 ₹4,344.6 |
| 1.00 | 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. | 60 | sqm | 18.9 ₹1,134 | 17.01 ₹1,020.6 Lowest | 17.02 ₹1,021.2 |
| 1.01 | OD218797/2025-2026:Fill up pot holes(cut and formed to regular shapes and all loose defective materials removed) after supplying aprime coat of hot bitumen using 36mm departmental broken stone and compacting with powere roller to get a compact surface. | 4.12 | cum | 5,932.94 ₹24,467.44 | 5,340.23 ₹22,023.11 Lowest | 5,345.57 ₹22,045.13 |
| 1.01 | 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. | 570 | sqm | 18.9 ₹10,773 | 17.01 ₹9,695.7 Lowest | 17.02 ₹9,701.4 |
| 1.01 | 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) | 630 | sqm | 302.65 ₹1,90,669.5 | 272.41 ₹1,71,618.3 Lowest | 272.68 ₹1,71,788.4 |
| 1.01 | 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. | 63 | cum | 66.84 ₹4,210.92 | 60.16 ₹3,790.08 Lowest | 60.22 ₹3,793.86 |
Tender Value
₹6.6 L
EMD Value
₹16,518
Closing Date
13 Oct 2025, 6:00 pmClosed
Assistant Engineer
Municipal engineer Shoranur Muncipality Shoranur P.O Palakkad Pin 679121
Annual Plan-SHORANUR MUNICIPALITYPROJ NO 122 /2025-26 CHAMATHAKUNDIL PADI ROAD RENOVATION WARD-10
2025_LSGD_804533_1
06/AE/LID and EW/SRR/6th Phase
Open Tender
Civil Works - Roads
Item Rate
300 days
Shornur Muncipality Ward 10
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,460
Yes
₹16,518
Yes
20 Oct 2025
3 Oct 2025
14 Oct 2025
3 Oct 2025
13 Oct 2025
3 Oct 2025
Amount
RETARRING
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.
OD311478/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers manually mixing by mix in place method and compacting with rammers 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.
OD218797/2025-2026:Fill up pot holes(cut and formed to regular shapes and all loose defective materials removed) after supplying aprime coat of hot bitumen using 36mm departmental broken stone and compacting with powere 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.
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)
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.
OD231585/2025-2026:Conveyance of excess earth from site
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)
OD305013/2025-2026:Supplying and providing readymade GI nameboard with all conveyance , labor and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame, 0.6mm thick iron sheet of size 90x60cm 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
O RAMESH (BID ID -2384993)
SYDHICK A T (BID ID -2386861)
Bidder Name
Ramachandran.P.K
O RAMESH
SYDHICK A T
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