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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹15.3 LAccepted-Finance | ₹15.3 L | 1 | Accepted-Finance lowest |
| 2 | 2₹18.6 L+₹3.3 L (21.6%)Accepted-Finance | ₹18.6 L+₹3.3 L (21.6%) | 2 | Accepted-Finance second |
| 3 | 3₹15.3 LSame as 1Accepted-Finance ADATTU VEEDU MANNADI P O KADAMPANADU PATHANAMTHITTA | ₹15.3 LSame as 1 | 3 | Accepted-Finance third |
| Sl No | Description | Qty | Unit | NANCY A C L2 | C.SAJIKUMAR L1 | Renjith R L3 |
|---|---|---|---|---|---|---|
| 1.00road maintenance | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 1,440 | sqm | 17.95 ₹25,848 | 16.5 ₹23,760 Lowest | 18 ₹25,920 |
| 1.00 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | 53.5 | cum | 4,204.43 ₹2,24,937.01 | 3,200 ₹1,71,200 Lowest | 4,215.93 ₹2,25,552.26 |
| 1.00 | 5.1.1a:Prime Coat :- Low porosity 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 | 713.33 | sqm | 87.89 ₹62,694.93 | 75 ₹53,500.05 Lowest | 88.13 ₹62,866.13 |
| 1.00 | 5.2.3a:Tack Coat 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. | 713.33 | sqm | 18.75 ₹13,375.01 | 16.15 ₹11,520.34 Lowest | 18.8 ₹13,410.68 |
| 1.00 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | 713.33 | sqm | 330.25 ₹2,35,578.55 | 300 ₹2,14,000.2 Lowest | 331.16 ₹2,36,227.69 |
| 1.01 | OD9768/2026-2027:S/F information board 75*60 cm GI Pipe as post anf 1mm thick MS sheet surrounded by MS
angles including painting, lettering and fixing in concrete etc as per the direction of depotl
officers etc. | 1 | each | 2,788.97 ₹2,788.97 | 2,242 ₹2,242 Lowest | 2,796.6 ₹2,796.6 |
| 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) | 105 | cum | 10,724.57 ₹11,26,079.85 | 8,700 ₹9,13,500 Lowest | 10,753.9 ₹11,29,159.5 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 16 | cum | 10,301.8 ₹1,64,828.8 | 8,386 ₹1,34,176 Lowest | 10,329.97 ₹1,65,279.52 |
| 1.01 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | 37.5 | cum | 61.29 ₹2,298.38 Lowest | 134.5 ₹5,043.75 | 61.46 ₹2,304.75 |
Tender Value
₹16.9 L
EMD Value
₹42,352
Closing Date
17 Jul 2026, 6:00 pmClosed
Assistant Engineer
Assistant Engineer vellanad GP
Vlnd GP- Pr no 97-maintenance of uriyakkode pulikkode road ward9
2026_LSGD_859439_8
2/2026/AE/LSGD/VGP
Open Tender
Civil Works - Roads
Item Rate
180 days
Vellanad GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹42,352
Yes
7 Aug 2026
8 Jul 2026
20 Jul 2026
8 Jul 2026
17 Jul 2026
8 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1road maintenance | |||||
| 1.001 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | - | sqm | - | - |
| 1.002 | 4.9:Wet Mix Macadam 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. By Mechanical Means with 1 km lead | - | cum | - | - |
| 1.003 | 5.1.1a:Prime Coat :- Low porosity 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 | 0.6 | sqm | - | - |
| 1.004 | 5.2.3a:Tack Coat 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. | 0.6 | sqm | - | - |
| 1.005 | 75.5.11.1.A.2Z:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 and Antistripping Agent <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) | 0.6 | sqm | - | - |
| 1.006 | OD9768/2026-2027:S/F information board 75*60 cm GI Pipe as post anf 1mm thick MS sheet surrounded by MS
angles including painting, lettering and fixing in concrete etc as per the direction of depotl
officers etc. | - | each | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | - | cum | - | - |
| 1.009 | 3.7:Removal of Unsuitable Soil with Disposal upto 1000 m <br> Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11 | - | cum | - | - |
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