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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.8 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹4.9 L+₹11,999.04 (2.49%)Rejected-AOC KERALA KL | MALAPPURAM | KERALA | 670612 | L2 | Rejected-AOC L2 | |
| 3 | L3₹5.0 L+₹22,365.83 (4.65%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹5.1 L+₹27,452.95 (5.71%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹5.1 L
EMD Value
₹12,710
Closing Date
25 Oct 2025, 11:00 amClosed
ASSISTANT ENGINEER
O/O OF THE ASSISTANT ENGINEER,LID-EW SECTION , MALAPPATTAM GP
MLPTM- 91/2025-26- KATHIYANAKK POOKKANDAM RAMARGURU A L P SCHOOL ROAD RETARING AND SIDE CONCRETE Ch 0/000-0/240 IN MALAPPATTAM GP
2025_LSGD_811147_2
AE/LIDEW/MLPTM/04/25-26
Open Tender
Civil Works - Roads
Item Rate
180 days
Malappattam
Please refer Tender documents.
6 documents required · 6 mandatory
₹1,125
Yes
₹12,710
Yes
18 Dec 2025
18 Oct 2025
27 Oct 2025
18 Oct 2025
25 Oct 2025
18 Oct 2025
Amount
maintenance works
75.5.5.A.1pb:Modified Penetration Macadam 50 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)
3.5.2: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)
RAJESH KUTTIYATTU VEETTIL (BID ID -2408661)
SIVADASAN M P (BID ID -2408554)
dinesan n v (BID ID -2408561)
Bidder Name
SIVADASAN M P
ABDUL AZEEZ P K
dinesan n v
RAJESH KUTTIYATTU VEETTIL
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1355827.pdf
boq_comp_chart.xlsx
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