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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.4 LAccepted-AOC GURU KRIPA ADUKKATHBAYAL NORTH BEACH KASARAGOD | KASARAGOD | KASARAGOD | KERALA | ₹6.4 L | 1 | Accepted-AOC ACCEPTED |
| 2 | 2₹6.8 LRejected-AOC KURUKKODAPPUCHAN H PURATHURAMA PINTHIRAKKAVU 673019 | PINTHIRAKKAVU | KOZHIKODE | KERALA | 673019 | ₹6.8 L | 2 | Rejected-AOC REJECTED |
| 3 | 3₹6.9 LRejected-AOC | ₹6.9 L | 3 | Rejected-AOC REJECTED |
| Sl No | Description | Qty | Unit | RAJESH KUMAR K L1 | DHARMADAS K L2 | ABDUL HASAN T K L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD RENNOVATION FROM CH:0/00 TO 0/165 | ||||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 495 | sqm | 44.4 ₹21,978 | 33.3 ₹16,483.50 | 36 ₹17,820 |
| 1.00 | OD377097/2025-2026:Filling with Quarry Muck-
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 | 60.24 | cum | 893.8 ₹53,842.51 | 944.28 ₹56,883.43 | 960 ₹57,830.40 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 49.5 | cum | 2,912.6 ₹1.4 L | 3,077.04 ₹1.5 L | 3,100 ₹1.5 L |
| 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 | 74.25 | cum | 3,265.6 ₹2.4 L | 3,449.92 ₹2.6 L | 3,500 ₹2.6 L |
| 1.00 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 | 495 | sqm | 75.9 ₹37,570.50 | 80.18 ₹39,689.10 | 85 ₹42,075 |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates 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. | 495 | sqm | 17.7 ₹8,761.50 | 18.73 ₹9,271.35 | 20 ₹9,900 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates 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 By Manual Means Type A (II) Bitumen (S-65) | 495 | sqm | 261.3 ₹1.3 L | 289.47 ₹1.4 L | 300 ₹1.5 L |
| 1.01 | OD377099/2025-2026:Supplying And Fixing Name Board, With Granite Stone,Square or Rectangular Shape Suitable to Fixing Place,Minimum 0.50 Sqm To Maximum 0.60 Sqm, Fixed at Site with Cement Mortar 1:4, 12 mm Thick, And Permanantly Engraving The Details of Work on the Stone with good Paint,as directed by the Officers, Including all Cost of Material, Conveyance, Labour etc Complete | 1 | each | 3,594.1 ₹3,594.10 | 3,815 ₹3,815 | 4,000 ₹4,000 |
Tender Value
₹6.8 L
EMD Value
₹16,949
Closing Date
26 Feb 2026, 12:15 pmClosed
SECRETARY
KUNNAMANGALAM BLOCK PANCHAYATH
DMD-2025-26- Iyyakkattil Kurungottummal Road Perumanna GP
2026_CRD_837890_1
D/663625/2025
Open Tender
Civil Works - Roads
180 days
PERUMANNA
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,495
Yes
₹16,949
Yes
19 Jun 2026
19 Feb 2026
27 Feb 2026
19 Feb 2026
26 Feb 2026
19 Feb 2026
ROAD RENNOVATION FROM CH:0/00 TO 0/165
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
OD377097/2025-2026:Filling with Quarry Muck- 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
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material
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
75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates 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 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 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 By Manual Means Type A (II) Bitumen (S-65)
OD377099/2025-2026:Supplying And Fixing Name Board, With Granite Stone,Square or Rectangular Shape Suitable to Fixing Place,Minimum 0.50 Sqm To Maximum 0.60 Sqm, Fixed at Site with Cement Mortar 1:4, 12 mm Thick, And Permanantly Engraving The Details of Work on the Stone with good Paint,as directed by the Officers, Including all Cost of Material, Conveyance, Labour etc Complete
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