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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC | L1 | Accepted-AOC Agreement executed | |
| 2 | L2₹18.0 L+₹97,343.89 (5.72%)Rejected-AOC | L2 | Rejected-AOC Rejected |
| Sl No | Description | Qty | Unit | NARAYANAN KUTTY T L2 | M Valsan 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. | 196.41 | sqm | 399.27 ₹78,420.62 | 363.4 ₹71,375.39 Lowest |
| 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. | 1,923 | sqm | 16 ₹30,768 | 14.69 ₹28,248.87 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) | 1,923 | sqm | 290 ₹5,57,670 | 261.42 ₹5,02,710.66 Lowest |
| 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 | 129.6 | cum | 68 ₹8,812.8 | 47.9 ₹6,207.84 Lowest |
| 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) | 129.6 | cum | 8,500 ₹11,01,600 | 8,372.42 ₹10,85,065.63 Lowest |
| 1.01 | 3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m. | 45.1 | cum | 320 ₹14,432 | 79.15 ₹3,569.67 Lowest |
| 1.01 | OD419531/2025-2026:Supplying and fitting name board of size 75cm x 45cm made with GI plain sheets 1.25mm thickn (class IIII) fitted with 35 x 35x 4mm MS angle 2 Nos horizontally and 3 nos vertically to make a frame for strengthening the GI sheet fitted 2 Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 30cm x 30cm 30cm including cost and conveyance of all materials all labour charges fabricating etc complete. | 1 | 1 nos | 6,200 ₹6,200 | 3,381.47 ₹3,381.47 Lowest |
Tender Value
₹18.1 L
EMD Value
₹45,281
Closing Date
27 Jan 2026, 3:00 pmClosed
Akhilesh K S
Assistant Engineer LID AND EW Section Pariyaram Grama Panchyath
Project No 169/25-26-Retarring and Side Concrete works to Ammanapara Puliyool Karakunde road b/w Ch 1/580km to 2/860km km in Pariyaram GP
2026_LSGD_828077_20
AE/PGP/ETEN/03/25-26 dtd 15.01.2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Pariyaram
Please refer Tender documents.
10 documents required · 10 mandatory
₹2,760
Yes
₹45,281
Yes
21 May 2026
19 Jan 2026
29 Jan 2026
19 Jan 2026
27 Jan 2026
19 Jan 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)
3.8.2:Excavation in Ordinary Rock with Dozer with lead upto 100 m <br> Excavation for roadway in ordinary rock by deploying a dozer D-50 including cutting and pushing the cut earth to site of embankment upto a distance of 100 m (average lead 50 m), trimming bottom and side slopes in accordance with the requirements of lines, grades and cross-sections with lift upto 1.5 m.
OD419531/2025-2026:Supplying and fitting name board of size 75cm x 45cm made with GI plain sheets 1.25mm thickn (class IIII) fitted with 35 x 35x 4mm MS angle 2 Nos horizontally and 3 nos vertically to make a frame for strengthening the GI sheet fitted 2 Nos 32mm GI pipe vertically 90cm above from ground level and fixing in cement concrete 1:2:4 30cm x 30cm 30cm including cost and conveyance of all materials all labour charges fabricating etc complete.
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