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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.8 LAccepted-AOC | ₹1.8 L | L1 | Accepted-AOC Executed agreement |
| 2 | L2₹1.8 L+₹322.52 (0.18%)Rejected-AOC EKKATHU LITT KADAPPUZHA CHITT MALAPPURAM 679553 | MALAPPURAM | MALAPPURAM | KERALA | 679553 | ₹1.8 L+₹322.52 (0.18%) | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | ABDUL KAREEM M L2 | FARSHAD ALI CH L1 |
|---|---|---|---|---|---|
| 1.00Road construction | |||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 25.2 | cum | 16.2 ₹408.24 | 16 ₹403.2 Lowest |
| 1.00 | OD52193/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 16.8 | cum | 1,038 ₹17,438.4 | 1,035 ₹17,388 Lowest |
| 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 | 25.2 | cum | 3,793 ₹95,583.6 | 3,790 ₹95,508 Lowest |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity <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 | 168 | sqm | 83.3 ₹13,994.4 | 83 ₹13,944 Lowest |
| 1.00 | 5.2.3a:Tack Coat <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. | 168 | sqm | 18.01 ₹3,025.68 | 18 ₹3,024 Lowest |
| 1.01 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 168 | sqm | 302.8 ₹50,870.4 | 302 ₹50,736 Lowest |
| 1.01 | OD52204/2025-2026: Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all charges etc . complete at all levels, including letteri9ng fixing | 1 | each | 3,215 ₹3,215 | 3,210 ₹3,210 Lowest |
Tender Value
₹1.7 L
EMD Value
₹4,197
Closing Date
21 Jul 2025, 2:00 pmClosed
Abdul khaliq C M
AC Nirappu (po) marakkara malappuram DT
MGP 28/25-26 MILLUM PADI - SNEHA THEERAM ROAD TARRING WARD-10-In Marakkara GP-General Civil Work
2025_LSGD_775888_3
ET/3/MRK/LIDEW/25-26
Open Tender
Civil Works - Roads
Item Rate
Marakkara GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹555
Yes
₹4,197
Yes
3 Sept 2026
11 Jul 2025
23 Jul 2025
11 Jul 2025
21 Jul 2025
11 Jul 2025
Amount
Road construction
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
OD52193/2025-2026:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
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
5.1.1a:Prime Coat :- Low porosity <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
5.2.3a:Tack Coat <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.
5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65)
OD52204/2025-2026: Providing and fixing granite of any colour and shade for name board of required size laid over base of cement mortar 1:4 ( 1 cement 4 course sand) including all charges etc . complete at all levels, including letteri9ng fixing
ABDUL KAREEM M (BID ID -2255953)
Bidder Name
ABDUL KAREEM M
FARSHAD ALI CH
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