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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAdmitted-Fee/PreQual/Technical/Finance | ₹3.4 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.4 L+₹3,900 (1.16%)Admitted-Fee/PreQual/Technical/Finance | ₹3.4 L+₹3,900 (1.16%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | varadan L1 | Athul Sanjai L2 |
|---|---|---|---|---|---|
| 1.00Renovation of Road | |||||
| 1.00 | OD22657/2026-2027:Filling up low lying and water logged areas with local material/ quarry muck,
spreading in layers, levelling
the top at site and consolidation by ramming etc. | 19.5 | cum | 1,600 ₹31,200 Lowest | 1,800 ₹35,100 |
| 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 | 40.95 | cum | 3,750 ₹1,53,562.5 Lowest | 3,750 ₹1,53,562.5 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 | 273 | sqm | 129 ₹35,217 Lowest | 129 ₹35,217 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. | 273 | sqm | 29 ₹7,917 Lowest | 29 ₹7,917 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) | 273 | sqm | 363 ₹99,099 Lowest | 363 ₹99,099 Lowest |
| 1.01 | OD22639/2026-2027:Construction of subgrade and earthen shoulders with approved material obtained
from borrow pit with all lift and leads,transporting to site,spreading,grading to required slope and compacted
to meet requirement of Table 300.2 with lead up to 1000m per Technical specification clause 303.1 without
power roller | 6.83 | cum | 1,297 ₹8,852.03 Lowest | 1,297 ₹8,852.03 Lowest |
Tender Value
₹3.4 L
EMD Value
₹8,469
Closing Date
16 Sept 2026, 6:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer Kadakkarappally GP
Annual Plan-2026-27.Project No. 88/27- Snehatheeram Road Tarring in ward No.02 of Kadakkarappally GP
2026_LSGD_867720_12
02/AE/26-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Kadakkarappally GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹750
₹8,469
19 Sept 2026
7 Sept 2026
19 Sept 2026
7 Sept 2026
16 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Renovation of Road | |||||
| 1.001 | OD22657/2026-2027:Filling up low lying and water logged areas with local material/ quarry muck,
spreading in layers, levelling
the top at site and consolidation by ramming etc. | 19.5 | 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 | 40.95 | 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 | 273 | 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. | 273 | 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) | 273 | sqm | - | - |
| 1.006 | OD22639/2026-2027:Construction of subgrade and earthen shoulders with approved material obtained
from borrow pit with all lift and leads,transporting to site,spreading,grading to required slope and compacted
to meet requirement of Table 300.2 with lead up to 1000m per Technical specification clause 303.1 without
power roller | 6.83 | cum | - | - |
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