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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.4 LAccepted-AOC ADUKKATTU HOUSE THIMIRI PO | KERALA | L1 | Accepted-AOC Accepted Vide Resolution No.1 dtd.07.02.26 of Peringome Vayakkara GP | |
| 2 | L2₹13.6 L+₹18,720.40 (1.39%)Rejected-AOC KUPPOL PERINGOME PO 670353 | PERINGOME | KANNUR | KERALA | 670353 | L2 | Rejected-AOC Higher rate and hence not admitted |
| Sl No | Description | Qty | Unit | MOHANAN P L2 | A K REJEESH L1 |
|---|---|---|---|---|---|
| 1.00ROAD | |||||
| 1.00 | 75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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. | 192.78 | sqm | 360 ₹69,400.8 | 351.34 ₹67,731.33 Lowest |
| 1.00 | 75.5.2.1pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 1,950 | sqm | 14.4 ₹28,080 | 13.77 ₹26,851.5 Lowest |
| 1.00 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65) | 1,950 | sqm | 258 ₹5,03,100 | 244.23 ₹4,76,248.5 Lowest |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 65 | cum | 60 ₹3,900 | 54.57 ₹3,547.05 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) | 97.5 | cum | 7,730 ₹7,53,675 Lowest | 7,848.08 ₹7,65,187.8 |
| 1.01 | OD425614/2025-2026:Supplying and fitting name board of size 75*45cm made with GI plain sheet 1.25mm thick fitted with 35*35*4mm angle 2no.horizontally and 3nos vertically to metal frame for strengthening the GI sheet fitted 2nos 32mm GI pipe vertically 90cm.above ground level and fixing in cm 1:2:4 30*30cm including cost and conveyance of all labour charges, fabricating etc.complete. | 1 | each | 3,300 ₹3,300 | 3,169.24 ₹3,169.24 Lowest |
Tender Value
₹15.3 L
EMD Value
₹38,135
Closing Date
31 Jan 2026, 6:00 pmClosed
assistant engineer
LID EW Section, Peringome Vayakkara Grama Panchayat
Annual Plan- PERINGOME - VAYAKKARA GRAMAPANCHAYAT 2025-26 Pr.No.131 Re tarring works to Chooral - Thavidisseri - Ramapuram Road
2026_LSGD_830140_3
E4/287/25-26
Open Tender
Civil Works - Roads
Item Rate
270 days
peringome Vayakkara GP
Please Refer Tender Documents
8 documents required · 8 mandatory
₹2,760
Yes
₹38,135
Yes
30 Apr 2026
23 Jan 2026
3 Feb 2026
23 Jan 2026
31 Jan 2026
23 Jan 2026
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates <br> 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 <br> 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 <br> 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 <br> By Manual Means <br> Type A <br> (II) Bitumen (S-65)
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections.
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)
OD425614/2025-2026:Supplying and fitting name board of size 75*45cm made with GI plain sheet 1.25mm thick fitted with 35*35*4mm angle 2no.horizontally and 3nos vertically to metal frame for strengthening the GI sheet fitted 2nos 32mm GI pipe vertically 90cm.above ground level and fixing in cm 1:2:4 30*30cm including cost and conveyance of all labour charges, fabricating etc.complete.
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