Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹8.5 LAccepted-Finance | ₹8.5 L | 1 | Accepted-Finance L1 |
| 2 | 2₹9.3 LAccepted-Finance | ₹9.3 L | 2 | Accepted-Finance L2 |
| Sl No | Description | Qty | Unit | SAJID K A L1 | ANEESH P K L2 |
|---|---|---|---|---|---|
| 1.00Road concreting | |||||
| 1.00 | OD430730/2025-2026:Preparation of Foundation for Embankment <br>Scarifying the existing bituminous road surface to a depth of 150 mm and compacting the aggregates obtained form scarification with power roller as per direction of departmrntal officers at site (Division OD) | 891 | sqm | 8.09 ₹7,208.19 | 8.8 ₹7,840.80 |
| 1.00 | OD430727/2025-2026:Construction of granular sub base/base/surface coarse with local material spreading in layers,levelling the top and compacting with smooth wheel roller as per technical specification(quarry muck filing with roller compaction) | 9 | cum | 1,254.08 ₹11,286.72 | 1,379.4 ₹12,414.60 |
| 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 | 54.23 | cum | 3,750.64 ₹2.0 L | 4,125 ₹2.2 L |
| 1.00 | 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 | 723 | sqm | 80.37 ₹58,107.51 | 88 ₹63,624 |
| 1.00 | 75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. | 723 | sqm | 18.89 ₹13,657.47 | 20.7 ₹14,966.10 |
| 1.01 | 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. | 17.9 | sqm | 312.91 ₹5,601.09 | 344.2 ₹6,161.18 |
| 1.01 | 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. | 60 | sqm | 15.79 ₹947.40 | 17.3 ₹1,038 |
| 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) | 783 | sqm | 289.21 ₹2.3 L | 318.1 ₹2.5 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) | 25.2 | cum | 9,563.75 ₹2.4 L | 10,520 ₹2.7 L |
Tender Value
₹8.5 L
EMD Value
₹21,169
Closing Date
12 Mar 2026, 10:00 amClosed
EXECUTIVE ENGINEER
EXECUTIVE ENGINEER LID and EW Division Kottayam
LAC-ADS-24482/2025-26 MLA-LAC-ADS Kanjirappally Constituency Sri.Jayaraj MLA-Construction of Aruvikuzhi- Erumbukuzhi road in Pallickathodu Grama Panchayath- General Civil Work
2026_LSGD_843567_5
29/2025-26/EE/LIDEW
Open Tender
Civil Works - Roads
180 days
Kottayam
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,169
Yes
27 Apr 2026
5 Mar 2026
13 Mar 2026
5 Mar 2026
12 Mar 2026
5 Mar 2026
Road concreting
OD430730/2025-2026:Preparation of Foundation for Embankment <br>Scarifying the existing bituminous road surface to a depth of 150 mm and compacting the aggregates obtained form scarification with power roller as per direction of departmrntal officers at site (Division OD)
OD430727/2025-2026:Construction of granular sub base/base/surface coarse with local material spreading in layers,levelling the top and compacting with smooth wheel roller as per technical specification(quarry muck filing with roller compaction)
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
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
75.5.2.2pb: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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
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)
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)
OD430724/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5m All kinds of soil
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)
OD430728/2025-2026:Supplying and fixing name board
Please Enable Macros to View BoQ information
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.pdf
finance_1424543.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.04 MB
Tendernotice_1.pdf
PDF • 0.27 MB
ip.pdf
Tender Documents • 0.24 MB
affida.pdf
Tender Documents • 0.28 MB
BOQ_1424543.xls
BOQ • 0.31 MB
epay.pdf
Tender Documents • 0.24 MB
feere.pdf
Tender Documents • 0.40 MB
fot.pdf
Tender Documents • 0.30 MB
pa.pdf
Tender Documents • 0.30 MB
viewsbd.pdf
Tender Documents • 1.63 MB
Download all tender documents and submit your bid