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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | ₹10.0 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | SREEKUMAR D L1 |
|---|---|---|---|---|
| 1.00Road | ||||
| 1.00 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 108.2 | cum | 2,450 ₹2,65,087.55 Lowest |
| 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 | 113.17 | cum | 3,700 ₹4,18,747.5 Lowest |
| 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 | 754.5 | sqm | 79 ₹59,605.5 Lowest |
| 1.00 | 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. | 754.5 | sqm | 18 ₹13,581 Lowest |
| 1.00 | 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) | 763.5 | sqm | 286 ₹2,18,361 Lowest |
| 1.01 | OD503621/2025-2026:Construction of Sub grade and Earthen Shoulders : Construction of sub grade and
earthen shoulders with approved material obtained from borrow pits with all lifts and
leads,
transporting to site, spreading, grading to required slope and compacted to meet
requirement of Table 300.2 with all lead and lifts as per Technical Specification
Clause 303.1. (With out power roller) | 18.71 | cum | 1,106 ₹20,696.58 Lowest |
| 1.01 | OD505101/2025-2026:Supplying and fixing Nameboard | 1 | 1 nos | 3,500 ₹3,500 Lowest |
Tender Value
₹10.1 L
EMD Value
₹25,334
Closing Date
26 Jun 2026, 11:00 amClosed
BLOCK DEVELOPMENT OFFICER, HARIPAD
BLOCK PANCHAYATH OFFICE, MANNARASSALA P.O, HARIPAD
MLASDF-2024-25-TARRING OF KOIPALLY JUNCTION TO PERATHERIL JUNCTION IN PERATHERIL KOIPALLY JUNCTION -PERUNTHETHU JUNCTION ROAD IN W-5 OF PALLIPPAD GP
2026_CRD_841310_2
5220233/2025
Open Tender
Civil Works - Roads
Item Rate
240 days
HARIPAD
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
₹25,334
14 Aug 2026
18 Jun 2026
27 Jun 2026
18 Jun 2026
26 Jun 2026
18 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road | |||||
| 1.001 | 4.11.2: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (ii) Using Gravel mix soil. | 0.6 | cum | - | - |
| 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 | 1 | cum | - | - |
| 1.003 | 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 | - | sqm | - | - |
| 1.004 | 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. | - | sqm | - | - |
| 1.005 | 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) | - | sqm | - | - |
| 1.006 | OD503621/2025-2026:Construction of Sub grade and Earthen Shoulders : Construction of sub grade and
earthen shoulders with approved material obtained from borrow pits with all lifts and
leads,
transporting to site, spreading, grading to required slope and compacted to meet
requirement of Table 300.2 with all lead and lifts as per Technical Specification
Clause 303.1. (With out power roller) | - | cum | - | - |
| 1.007 | OD505101/2025-2026:Supplying and fixing Nameboard | - | 1 nos | - | - |
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