Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.9 LAccepted-AOC MADATHODI HOUSE VILAYUR PO | WAYANAD | KERALA | 670644 | ₹6.9 L | 1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical | - | - | Rejected-Technical L5 |
| 5 | Rejected-Technical | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | NOUSHAD POOVATHINGAL L2 | ALI L3 | KRISHNAN L5 | VISHNUJITH.M L1 | Ashraf ali L4 |
|---|---|---|---|---|---|---|---|---|
| 1.00VANIYARKUNNU - LAKSHAM VEEDU NAGAR SAMAGRAVIGASANAM | ||||||||
| 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. | 210.6 | sqm | 13.65 ₹2,874.69 | 13.8 ₹2,906.28 | 16.01 ₹3,371.71 | 13.13 ₹2,765.18 | 14.7 ₹3,095.82 |
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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. | 15.35 | cum | 56.98 ₹874.64 | 57.64 ₹884.77 | 66.84 ₹1,025.99 | 54.81 ₹841.33 | 61.36 ₹941.88 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 21.06 | cum | 2,845.88 ₹59,934.23 | 2,878.58 ₹60,622.89 | 3,337.88 ₹70,295.75 | 2,737.1 ₹57,643.33 | 3,064.17 ₹64,531.42 |
| 1.00 | OD438759/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) by mix in place method normal. Construction of granular sub-base by providing local material, spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408 | 8.06 | cum | 2,680.93 ₹21,608.30 | 2,711.74 ₹21,856.62 | 2,515.54 ₹20,275.25 | 2,578.42 ₹20,782.07 | 2,886.57 ₹23,265.75 |
| 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) | 43.68 | cum | 8,154.05 ₹3.6 L | 8,247.77 ₹3.6 L | 9,563.75 ₹4.2 L | 7,842.27 ₹3.4 L | 8,779.52 ₹3.8 L |
| 1.01 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 22.64 | cum | 376.42 ₹8,522.15 | 380.74 ₹8,619.95 | 441.48 ₹9,995.11 | 362.03 ₹8,196.36 | 407.28 ₹9,220.82 |
| 1.01 | OD418177/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site | 58.03 | cum | 3,547 ₹2.1 L | 3,587.77 ₹2.1 L | 4,038 ₹2.3 L | 3,411.38 ₹2.0 L | 3,819.08 ₹2.2 L |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20 | 5.17 | cum | 8,915.99 ₹46,140.25 | 9,018.47 ₹46,670.58 | 10,457.43 ₹54,117.20 | 8,575.07 ₹44,375.99 | 9,599.9 ₹49,679.48 |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.21 | tonne | 86,049.6 ₹17,812.27 | 87,038.68 ₹18,017.01 | 1,00,926.11 ₹20,891.70 | 82,759.42 ₹17,131.20 | 92,650.17 ₹19,178.59 |
Tender Value
₹8.5 L
EMD Value
₹21,175
Closing Date
20 Mar 2026, 4:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
ASSISTANT EXECUTIVE ENGINEER OFFICE DIST PANCHAYAT PALAKKAD
DP 2025-26 VANIYARKUNNU - LAKSHAM VEEDU NAGAR SAMAGRAVIGASANAM WARD 14 IN MUTHUTHALA GP
2026_LSGD_846245_3
14/AEE/2025-26 DT-10/03/2026
Open Tender
Civil Works - Others
180 days
DISTRICT PANCHAYATH PALAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,175
Yes
3 Jun 2026
11 Mar 2026
22 Mar 2026
11 Mar 2026
20 Mar 2026
11 Mar 2026
VANIYARKUNNU - LAKSHAM VEEDU NAGAR SAMAGRAVIGASANAM
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.
3.5.2:Excavation in Soil with Dozer with lead upto 100 m <br> 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.
4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material
OD438759/2025-2026:Granular Sub-base with Well Graded Material (Table 400.1) by mix in place method normal. Construction of granular sub-base by providing local material, spreading in uniform layers manually mixing by mix in place method and compacting with rammers to achieve the desired density, complete as per Clause 401.4 as per Technical Specification Clause 408
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)
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m <br> Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD418177/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete leveling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labor charges etc. complete as per direction of Departmental officers at site
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204<br> For height upto 5 m <br> III. R.C.C grade M 20
12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202
OD418176/2025-2026:Supplying and proving readymade GI name board with all conveyance, labour and hire charges etc complete using GI hollow tube of size 80x40x1.4mm post, 40x20x1.4mm outer frame ,0.6mmthick iron sheet of size 90x60cmwith two coat of enamel painting over a coat of primer, lettering with suitable colour, size, fixing the post in ground with CC 1:2:4 etc complete
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1429728.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 • 0.04 MB
Tendernotice_2.pdf
PDF • 0.04 MB
Tendernotice_3.pdf
PDF • 0.14 MB
Tendernotice_4.pdf
PDF • 0.06 MB
Tendernotice_5.pdf
PDF • 0.07 MB
Tendernotice_6.pdf
PDF • 1.49 MB
BOQ_1429728.xls
BOQ • 0.30 MB
viewnit.pdf
Tender Documents • 0.03 MB
viewsbd.pdf
Tender Documents • 1.93 MB
Download all tender documents and submit your bid