Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.6 LAccepted-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | ₹6.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹6.8 LRejected-AOC | ₹6.8 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | VISHNUJITH.M L1 | VIJITH M L2 |
|---|---|---|---|---|---|
| 1.00rete | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 105 | sqm | 14 ₹1,470 | 16 ₹1,680 |
| 1.00 | OD372515/2025-2026: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 for improving the CBR value of subgrade | 16.54 | cum | 941 ₹15,562.26 | 941 ₹15,562.26 |
| 1.00 | 4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil. | 10.5 | cum | 1,400 ₹14,700 | 2,484 ₹26,082 |
| 1.00 | OD372516/2025-2026:Flooring with Interlocking paving blocks 80 mm thick M30 grade over a bed of 6 mm metal filling in 50 mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials, labor charges , etc., complete. Excluding cost of edges concreting (16.91.2 modified) | 81.2 | sqm | 1,105 ₹89,726 | 1,126 ₹91,431.2 |
| 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) | 3.57 | cum | 9,563 ₹34,139.91 | 9,563 ₹34,139.91 |
| 1.01 | OD372518/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and deffective materials
removed) after supplying a prime coat of bitumen using 36mm broken stone and compacting
with power roller to get compact surface | 12.15 | cum | 8,306 ₹1,00,917.9 | 8,306 ₹1,00,917.9 |
| 1.01 | 75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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. | 1,260 | sqm | 18.9 ₹23,814 | 18.9 ₹23,814 |
| 1.01 | 75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65) | 1,260 | sqm | 302 ₹3,80,520 | 302 ₹3,80,520 |
| 1.01 | OD372536/2025-2026:Name Board (MORD): Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm Post, 40x20x1.4 mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer , lettering with suitable co lour and size ,fixing the post in ground with C:C 1:2:4 etc
complete. | 1 | each | 2,600 ₹2,600 | 2,800 ₹2,800 |
Tender Value
₹6.8 L
EMD Value
₹16,949
Closing Date
5 Nov 2025, 11:00 amClosed
ASSISTANT ENGINEER
THIRUVEGAPPURA GP
THIRUVEGAPPURA-GP-2025- 2 0 2 6 - K O O N A T H P N A K K A T T I L EDAVARKKUNNU ROAD RENOVATION
2025_LSGD_816330_1
AE/LSGD/TVPGP-09/2025-26(5)
Open Tender
Civil Works - Roads
180 days
THIRUVEGAPPURA GP
Please refer Tender documents.
9 documents required · 9 mandatory
₹1,495
Yes
₹16,949
Yes
23 Feb 2026
29 Oct 2025
6 Nov 2025
29 Oct 2025
5 Nov 2025
29 Oct 2025
Amount
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD372515/2025-2026: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 for improving the CBR value of subgrade
4.11.2:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br>(ii) Using Gravel mix soil.
OD372516/2025-2026:Flooring with Interlocking paving blocks 80 mm thick M30 grade over a bed of 6 mm metal filling in 50 mm average thick and compacting using earth hammer/compacting ting machine hand operated including cost and conveyance of all materials, labor charges , etc., complete. Excluding cost of edges concreting (16.91.2 modified)
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)
OD372518/2025-2026:Filling up pot holes (cut and formed to regular shapes and all loose and deffective materials removed) after supplying a prime coat of bitumen using 36mm broken stone and compacting with power roller to get compact surface
75.5.2.2pb:Tack Coat - With Packed Bitumen Rates <br> 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.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates <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 <br> Type A <br> (II) Bitumen (S-65)
OD372536/2025-2026:Name Board (MORD): Supplying and providing ready made GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm Post, 40x20x1.4 mm outer frame,0.6mm thick iron sheet of size 90x60cm with two coat of enamel painting over a coat of primer , lettering with suitable co lour and size ,fixing the post in ground with C:C 1:2:4 etc complete.
VIJITH M (BID ID -2430517)
Bidder Name
VISHNUJITH.M
VIJITH M
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1367230.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
Tender-09.pdf
Tender Documents • 0.41 MB
viewsbd.pdf
Tender Documents • 1.83 MB
BOQ_1367230.xls
BOQ • 0.30 MB
Download all tender documents and submit your bid