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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹42.9 L+₹46,440.77 (1.09%)Rejected-AOC | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | NITHIN.P.JOHN L1 | Anish L2 |
|---|---|---|---|---|---|
| 1.00App A Tarring | |||||
| 1.00 | OD488164/2024-2025:Surface dressing of the ground including removing vegetation and in- equalities not exeeding 15cm deep and disposal of rubbish, lead upto 50m and lift upto 1.50m, All kinds of soil
Details of cost for 100sqm. | 1,470 | sqm | 36 ₹52,920 Lowest | 37 ₹54,390 |
| 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. | 150 | cum | 66 ₹9,900 Lowest | 67 ₹10,050 |
| 1.00 | OD487836/2024-2025:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m as per direction of site Engineer-in-charge. | 214.5 | cum | 464 ₹99,528 Lowest | 465 ₹99,742.5 |
| 1.00 | OD345211/2025-2026:Filling with Quarry Muck
Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for300cum | 24 | cum | 911 ₹21,864 Lowest | 912 ₹21,888 |
| 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 | 346.5 | cum | 3,750 ₹12,99,375 Lowest | 3,751 ₹12,99,721.5 |
| 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 | 2,310 | sqm | 80 ₹1,84,800 Lowest | 81 ₹1,87,110 |
| 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. | 2,310 | sqm | 18.9 ₹43,659 Lowest | 19 ₹43,890 |
| 1.01 | 75.5.9.1.2pb:20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion 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 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per Technical Specification Clause 508. Case - I By Manual Means (II) Bitumen (S-65) | 2,310 | sqm | 231 ₹5,33,610 Lowest | 232 ₹5,35,920 |
| 1.01 | 75.5.12.A.1.2pb:Seal Coat - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 A. By Manual Means Case I : Type A (II) Bitumen (S-65) | 2,310 | sqm | 120 ₹2,77,200 Lowest | 121 ₹2,79,510 |
Tender Value
₹42.6 L
EMD Value
₹50,000
Closing Date
28 Oct 2025, 3:00 pmClosed
ASSISTANT ENGINEER
OFFICE OF THE ASSISTANT ENGINEER,LID AND EW SECTION,PANDALAMTHEKKEKKARA GP
LRRP-CMLRRP 2.0- 3108 - ADOOR ASSEMBLY CONSTITUENCY MANAVILA VALATHUKAD ROAD TARRING, SIDE WALL AND CULVERT IN PANDALAM THEKKEKARA GP PANDALAM BLOCK, PATHANAMTHITTA DISTRICT-MANAVILA VALATHUKAD CANAL ROAD TARRING, SIDE WALL AND CULVERT
2025_LSGD_811314_1
S09/AE/LSGD/PTGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
PANDALAMTHEKKEKKARA
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
Yes
₹50,000
Yes
6 Nov 2025
18 Oct 2025
30 Oct 2025
18 Oct 2025
28 Oct 2025
18 Oct 2025
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