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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹13.0 LAccepted-AOC | ₹13.0 L | 1 | Accepted-AOC LOWEST AMOUNT QUOTED |
| Sl No | Description | Qty | Unit | VIROSH KTK L1 |
|---|---|---|---|---|
| 1.00Road construction | ||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m 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. | 14.88 | cum | 65.78 ₹978.81 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 22.32 | cum | 600.92 ₹13,412.53 |
| 1.00 | 3.15.1:Compacting Original Ground (i) Compacting original ground supporting embankment Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 129.27 | cum | 14.81 ₹1,914.49 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (i) For Grading I Material | 93.62 | cum | 3,077.04 ₹2.9 L |
| 1.00 | 4.9:Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means with 1 km lead | 85.8 | cum | 3,449.92 ₹3.0 L |
| 1.01 | 75.5.1.1pb:Prime Coat - Low porosity - With Packed Bitumen Rates Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 | 572 | sqm | 80.18 ₹45,862.96 |
| 1.01 | 75.5.2.3pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503. | 572 | sqm | 18.73 ₹10,713.56 |
| 1.01 | 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) | 572 | sqm | 289.47 ₹1.7 L |
| 1.01 | 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) | 38.13 | cum | 8,784.48 ₹3.3 L |
Tender Value
₹13.0 L
EMD Value
₹32,417
Closing Date
10 Nov 2025, 1:00 pmClosed
Secretary Thiruvallur GP
Thiruvallur Panchayath office
LRRP 2024 25 PUTHIYOTTUMKATTIL ANGANAWADI KUNNOTHMUKKU ROAD SL NO 1890 THIRUVALLUR GPTHODANNUR BLOCKKOZHIKODE DISTRICTCONSTRUCTION OF NEW ROAD
2025_DP_817769_1
AE-02/TDR/LSGD/2025-26
Open Tender
Civil Works - Roads
180 days
Thiruvallur GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹32,417
Yes
30 Apr 2026
3 Nov 2025
11 Nov 2025
3 Nov 2025
10 Nov 2025
3 Nov 2025
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