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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.2 LAccepted-AOC | 1 | Accepted-AOC ok | |
| 2 | 2₹4.9 L+₹72,082.70 (17.1%)Rejected-AOC | 2 | Rejected-AOC ok |
| Sl No | Description | Qty | Unit | N.D JOSE L2 | Paulson K T L1 |
|---|---|---|---|---|---|
| 1.00TARING | |||||
| 1.00 | 3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2. | 74.82 | cum | 98 ₹7,332.07 | 68.57 ₹5,130.2 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 | 66.02 | cum | 4,000 ₹2,64,060 | 3,750.64 ₹2,47,598.5 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 | 440.1 | sqm | 100 ₹44,010 | 80.37 ₹35,370.84 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. | 440.1 | sqm | 25 ₹11,002.5 | 18.89 ₹8,313.49 Lowest |
| 1.00 | OD66652/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic 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 coated with shredded plastic (3% by weight of bitumen) as per standard
procedure 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) | 440.1 | sqm | 380 ₹1,67,238 | 284.36 ₹1,25,146.84 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,539
Closing Date
23 Feb 2026, 1:00 pmClosed
AE Kodassery
O/o Assistant Engineer Kodassery GP Chattikkulam PO
Annual Plan-2025-26/KDSY/ PRO NO 332/26 KAMMALAM SOUTH VALLEY KODASSERY GP ROAD TARRING WARD 15-CHALAKKUDY BP-General Civil Work
2026_LSGD_835791_9
14/2025/AE/LIDEW/KDSY
Open Tender
Civil Works - Roads
Item Rate
270 days
Kodassery GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹930
Yes
₹10,539
Yes
17 Apr 2026
16 Feb 2026
25 Feb 2026
16 Feb 2026
23 Feb 2026
16 Feb 2026
TARING
3.15.2:Compacting Original Ground (ii) Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Technical Specification Clause 303.5.2.
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.
OD66652/2025-2026:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 using Shredded Plastic 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 coated with shredded plastic (3% by weight of bitumen) as per standard procedure 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)
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