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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.0 LAccepted-AOC | ₹9.0 L | L1 | Accepted-AOC Agreement executed |
| 2 | L2₹9.4 LRejected-AOC EZHOME | ₹9.4 L | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | RANJITH MV L2 | HAMSAKUTTY M L1 |
|---|---|---|---|---|---|
| 1.00Retarring | |||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506. | 109.16 | sqm | 382.79 ₹41,785.36 | 366.72 ₹40,031.16 |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 1,240 | sqm | 15.48 ₹19,195.20 | 14.82 ₹18,376.80 |
| 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) | 1,240 | sqm | 275.37 ₹3.4 L | 263.83 ₹3.3 L |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 60.9 | cum | 50.46 ₹3,073.01 | 48.34 ₹2,943.91 |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 60.9 | cum | 8,819.17 ₹5.4 L | 8,449.1 ₹5.1 L |
Tender Value
₹9.5 L
EMD Value
₹23,827
Closing Date
27 Feb 2026, 3:00 pmClosed
Akhilesh K S
LSGD LID AND EW Section Pariyaram Grama Panchyath
KORAN PEDIKA ECHILMOTTA ROAD RETARING ,SIDE CONCRETING-ANNUAL PLAN 175/25-26
2026_LSGD_836956_13
AE/PGP/ETEN/04/25-26 dtd 17.02.2026
Open Tender
Civil Works - Roads
180 days
Pariyaram
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,105
Yes
₹23,827
Yes
18 Jun 2026
18 Feb 2026
2 Mar 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
Retarring
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface 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)
3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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