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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 LAccepted-AOC SRO STAMP VENDOR RAJAPURAM 671532 | KASARAGOD | KERALA | 671532 | ₹2.5 L | L1 | Accepted-AOC L1 |
| Sl No | Description | Qty | Unit | V V Manojan L1 |
|---|---|---|---|---|
| 1.00ROAD RETARRING | ||||
| 1.00 | 5.5.B.2a:Modified Penetration Macadam 75 mm thick using Bitumen S-65 <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. <br> (B) 75 mm thick :- (II) Bitumen (S-65) | 50.8 | sqm | 350 ₹17,780 Lowest |
| 1.00 | 5.2.1a:Tack Coat<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. | 423 | sqm | 13 ₹5,499 Lowest |
| 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) | 423 | sqm | 270 ₹1,14,210 Lowest |
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> 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 | 15.59 | cum | 100 ₹1,558.5 Lowest |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 15.58 | cum | 7,000 ₹1,09,046 Lowest |
Tender Value
₹2.5 L
EMD Value
₹6,334
Closing Date
22 Sept 2025, 4:00 pmClosed
Assistant Engineer
Nileshwaram Municipality
RETENDER-Nileshwram Municipality Project no 534/24-25 -KOTRACHAL MUTHAPPAN LINK ROAD IMPROVEMENT
2025_LSGD_772664_16
07 /24-25/AE/LSGD/NLR
Open Tender
Civil Works - Roads
Item Rate
NILESHWARAM MUNICIPLATY
Please refer Tender documents.
12 documents required · 12 mandatory
₹560
Yes
₹6,334
Yes
20 Nov 2025
12 Sept 2025
24 Sept 2025
15 Sept 2025
22 Sept 2025
15 Sept 2025
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finance_1318223.pdf
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