Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.4 LAccepted-AOC | ₹11.4 L | L1 | Accepted-AOC L1 |
| 2 | Rejected-Technical | - | - | Rejected-Technical L3 |
| 3 | Rejected-Technical | - | - | Rejected-Technical L4 |
| 4 | Rejected-Technical VEELEPPANATH HOUSE THIRUVANKULAM | KERALA | - | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | AFAF CONSTRUCTION L3 | RANJITH KUMAR N L4 | V V POULOSE L2 | SHEFEER E S L1 |
|---|---|---|---|---|---|---|---|
| 1.00Restoration | |||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 540 | sqm | 12 ₹6,480 | 16.01 ₹8,645.40 | 14.71 ₹7,943.40 | 16 ₹8,640 |
| 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 | 30.6 | cum | 2,950 ₹90,270 | 3,080 ₹94,248 | 3,067.51 ₹93,865.81 | 1,090 ₹33,354 |
| 1.00 | OD386015/2025-2026:Providing and laying of Interlocking concrete Block using 80 mm M 40 Hydraulic blocks of approved size,design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer in charge | 630 | sqm | 1,130 ₹7.1 L | 1,100 ₹6.9 L | 1,091.96 ₹6.9 L | 1,160 ₹7.3 L |
| 1.00 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 38.64 | cum | 8,200 ₹3.2 L | 9,000 ₹3.5 L | 8,362.54 ₹3.2 L | 8,000 ₹3.1 L |
| 1.00 | 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) | 6.5 | cum | 8,300 ₹53,974.90 | 8,400 ₹54,625.20 | 8,442.6 ₹54,902.23 | 9,100 ₹59,177.30 |
Tender Value
₹12.7 L
EMD Value
₹31,767
Closing Date
29 Jan 2026, 6:00 pmClosed
Asst Exe Engineer
Asst Exe Engineer,Thrippunithura Municipality
Annual Plan-PROJ NO.754 WARD 16 VARIOUS ROAD RENOVATION-AMRUT-IN TRIPUNITHURA MUNICIPALITY- General Civil Work
2026_LSGD_829928_7
PW1-517354/26
Open Tender
Civil Works - Roads
180 days
Tripunithura
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,767
Yes
17 Apr 2026
23 Jan 2026
31 Jan 2026
23 Jan 2026
29 Jan 2026
23 Jan 2026
Restoration
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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.
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
OD386015/2025-2026:Providing and laying of Interlocking concrete Block using 80 mm M 40 Hydraulic blocks of approved size,design and shape ,laid in required pattern over and including a compacted bed of 6 mm stone aggregate of 50 mm average thickness etc complete as per the direction of Engineer in charge
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
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)
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1394447.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 • 2.89 MB
BOQ_1394447.xls
BOQ • 0.30 MB
viewsbd.pdf
Tender Documents • 1.98 MB
FOT.pdf
Tender Documents • 0.02 MB
EpaymentForm.pdf
Tender Documents • 0.02 MB
affdt.pdf
Tender Documents • 0.03 MB
PA.pdf
Tender Documents • 0.04 MB
IntegrityPact.pdf
Tender Documents • 0.01 MB
Download all tender documents and submit your bid
