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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.6 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹4.7 L+₹2,122.65 (0.46%)Rejected-AOC KALLIYOOR P O THIRUVANANTHAPURAM 42 | 42 | 2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | PRADEEP S L1 | Neelambaran.K L2 |
|---|---|---|---|---|---|
| 1.00Road | |||||
| 1.00 | OD15322/2025-2026:Surface dressing of the ground in all kinds of soil including removing
vegetation's and in equalities not exceeding 15 cm deep and disposal of rubbish
lead up to 50m and lift up to 1.50m. | 168 | sqm | 39.86 ₹6,696.48 Lowest | 40.05 ₹6,728.4 |
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 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. (B) 75 mm thick :- (II) Bitumen (S-65) | 52.6 | sqm | 450.98 ₹23,721.55 Lowest | 453.04 ₹23,829.9 |
| 1.00 | 5.2.1a:Tack Coat 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. | 360 | sqm | 15.26 ₹5,493.6 Lowest | 15.33 ₹5,518.8 |
| 1.00 | 5.11.1.A.2a:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 <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 :- Type A <br> (II) Bitumen (S-65) | 360 | sqm | 319.88 ₹1,15,156.8 Lowest | 321.34 ₹1,15,682.4 |
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 5.2 | cum | 494.18 ₹2,569.74 Lowest | 496.44 ₹2,581.49 |
| 1.01 | OD15347/2025-2026:Filling with Quarry muck filling up low lying and water logged area with local materials/quarry muck,spreading in layers,levelling the top at site and consolidation by ramming etc,complete for improving the CBR value of subgreade | 15.6 | cum | 1,038.53 ₹16,201.07 Lowest | 1,043.47 ₹16,278.13 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 28.6 | cum | 10,283.01 ₹2,94,094.09 Lowest | 10,329.96 ₹2,95,436.86 |
Tender Value
₹4.2 L
EMD Value
₹10,592
Closing Date
13 Jun 2025, 11:50 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Assistant Engineer
O/o the Assistant Engineer, LID EW Section, Maranalloor Grama Panchayath, Koovalassery P.O, Thiruvananthapuram
Maranalloor GP - 2025-26 - Vandannoor Chencheri road retarring-Project No. 135/26
2025_LSGD_767573_20
05/AE/LSGD/MNR/2025-26
Open Tender
Civil Works - Roads
Item Rate
120 days
Maranalloor
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,592
Yes
21 Feb 2026
5 Jun 2025
16 Jun 2025
5 Jun 2025
13 Jun 2025
5 Jun 2025
stage.html
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tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1252202.pdf
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details.html
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