Loading…
Loading…
Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.3 LAccepted-AOC FARIDABAD | HARYANA | 121004 | L1 | Accepted-AOC negotiated value | |
| 2 | L2₹12.8 L+₹15,428.88 (1.22%)Rejected-Finance | L2 | Rejected-Finance rejected |
| Sl No | Description | Qty | Unit | NA L1 | DEEPAK P C L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE | |||||
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 46.32 | cum | 941.83 ₹43,625.57 Lowest | 970 ₹44,930.4 |
| 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 | 81.06 | cum | 3,337.88 ₹2,70,568.55 Lowest | 3,400 ₹2,75,604 |
| 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 | 23.16 | cum | 3,750.64 ₹86,864.82 Lowest | 3,800 ₹88,008 |
| 1.00 | OD23199/2025-2026:Subgrade waterproofing providing and applying teo coats of Terrasil and Zycobond solution prepared in water in the ratio of 1:1:100 ( Terrasil : Zycobond : Water ) on the prepared surface of subgrade for waterproofing and preventing capillary rise . First spray is to be applied at the rate of 2.5 - 3.5 l/sqm and second spray at the same rate applied after 1 to 3 hours of applying first spray , using mechanical means and as per direction of the department officers at the site. | 115.8 | sqm | 180.36 ₹20,885.69 Lowest | 199 ₹23,044.2 |
| 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. | 579 | sqm | 16.01 ₹9,269.79 Lowest | 20 ₹11,580 |
| 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) | 86.85 | cum | 9,560 ₹8,30,286 Lowest | 9,600 ₹8,33,760 |
| 1.01 | OD151412/2025-2026:Supplying and fixing in place granite name board including engraving and painting letters etc. complete as per directions of Engineer in charge at site | 1 | each | 4,997.3 ₹4,997.3 Lowest | 5,000 ₹5,000 |
Tender Value
₹12.7 L
EMD Value
₹31,671
Closing Date
26 Aug 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SECRETARY
GRAMAPANCHAYATH OFFICE KONGAD, PALAKKAD-678631
MLA-SDF-2024-25, KONGAD LACPannikkode -Chathamkulam road concreting in Kongad G.P-General Civil Work
2025_DP_787819_1
ET1/01/SEC/KGP/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
KONGAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,671
Yes
2 Dec 2025
18 Aug 2025
28 Aug 2025
18 Aug 2025
26 Aug 2025
18 Aug 2025
Amount
ROAD CONCRETE
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
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
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
OD23199/2025-2026:Subgrade waterproofing providing and applying teo coats of Terrasil and Zycobond solution prepared in water in the ratio of 1:1:100 ( Terrasil : Zycobond : Water ) on the prepared surface of subgrade for waterproofing and preventing capillary rise . First spray is to be applied at the rate of 2.5 - 3.5 l/sqm and second spray at the same rate applied after 1 to 3 hours of applying first spray , using mechanical means and as per direction of the department officers at the site.
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.
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)
OD151412/2025-2026:Supplying and fixing in place granite name board including engraving and painting letters etc. complete as per directions of Engineer in charge at site
DEEPAK P C (BID ID -2309062)
Bidder Name
DEEPAK P C
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1296141.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
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .