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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.7 LAccepted-Finance NALAKATH HOUSE MOORKKANAD URANGATTIRI P O MALAPPURAM DT PIN 673639 | MALAPPURAM | KERALA | 673639 | ₹5.7 L | L1 | Accepted-Finance L1 |
| 2 | L2₹5.9 L+₹25,774.51 (4.53%)Accepted-Finance ERANINNU HOUSE POOVATHIKKAL P O KUTHIRAMB OORAKAMGATTI MALAPPURAM 673639 | KUTHIRAMB | MALAPPURAM | KERALA | 673639 | ₹5.9 L+₹25,774.51 (4.53%) | L2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | MUJEEB RAHMAN UZHUNNAN L2 | ADILSHAN NALAKATH L1 |
|---|---|---|---|---|---|
| 1.00tarring | |||||
| 1.00 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 132.62 | sqm | 289.28 ₹38,364.31 | 276.76 ₹36,703.91 Lowest |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 105.18 | sqm | 374.18 ₹39,356.25 | 357.97 ₹37,651.28 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 | 28.5 | cum | 3,377.47 ₹96,257.9 | 3,231.18 ₹92,088.63 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 | 285 | sqm | 74.3 ₹21,175.5 | 71.08 ₹20,257.8 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. | 285 | sqm | 16.05 ₹4,574.25 | 15.35 ₹4,374.75 Lowest |
| 1.01 | 5.2.1a:Tack Coat<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. | 1,115 | sqm | 13.44 ₹14,985.6 | 12.86 ₹14,338.9 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) | 1,400 | sqm | 269.58 ₹3,77,412 | 257.9 ₹3,61,060 Lowest |
| 1.01 | OD369314/2025-2026:providing and fixing Granite of any colour and shade for name board of required size laid over base of cement mortar1:4(1cement:4coarse sand)including all cjharges etc complete at all levels including lettering and fixing | 1 | 1 nos | 2,862.31 ₹2,862.31 | 2,738.34 ₹2,738.34 Lowest |
Tender Value
₹6.1 L
EMD Value
₹15,194
Closing Date
7 Mar 2026, 6:00 pmClosed
OFFICE OF AE LID AND EW URANGATTIRI
OFFICE OF AE LID AND EW URANGATTIRI
Annual Plan-Improvement Works to Alinchuvadu Kunduvazhi Chundath Road-Proj No 403/26 2025-26in Ward 10 Urangattiri GP-General Civil Work
2026_LSGD_841986_12
AE/UGTY/TN/07/2025-26
Open Tender
Civil Works - Buildings
Item Wise
AE LID EW URANGATTIRI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,340
Yes
₹15,194
Yes
10 Sept 2026
28 Feb 2026
9 Mar 2026
28 Feb 2026
7 Mar 2026
28 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1tarring | |||||
| 1.001 | 5.5.A.1a:Modified Penetration Macadam 50 mm thick using Bitumen S-65 <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. | 132.62 | sqm | - | - |
| 1.002 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 105.18 | sqm | - | - |
| 1.003 | 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 | 28.5 | cum | - | - |
| 1.004 | 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 | 285 | sqm | - | - |
| 1.005 | 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. | 285 | sqm | - | - |
| 1.006 | 5.2.1a:Tack Coat<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. | 1,115 | sqm | - | - |
| 1.007 | 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) | 1,400 | sqm | - | - |
| 1.008 | OD369314/2025-2026:providing and fixing Granite of any colour and shade for name board of required size laid over base of cement mortar1:4(1cement:4coarse sand)including all cjharges etc complete at all levels including lettering and fixing | 1 | 1 nos | - | - |
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