Loading
Loading…
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
New: tenders and results on WhatsApp
New: Find tenders, results and companies on WhatsApp, by text or voice note
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₹9.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹10.9 L+₹1.2 L (12.1%)Rejected-Finance | L2 | Rejected-Finance L2 | |
| 3 | L3₹11.0 L+₹1.3 L (13.2%)Rejected-Finance | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | anadarajan L3 | SHEEJA KAMARUDEEN L2 | Mohammed Haneefa L1 |
|---|---|---|---|---|---|---|
| 1.00Road Construction | ||||||
| 1.00 | OD387004/2024-2025:Surface dressing of the ground including removing of vegetation in equalities not exceeding 15
cm deep and disposal of rubbish lead up to 50 m and lift up to 1.50m in all kinds of soil | 330 | sqm | 26.08 ₹8,606.4 | 19 ₹6,270 Lowest | 23.04 ₹7,603.2 |
| 1.00 | OD387005/2024-2025::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 spreding in uniform
layers with motor grader on prepared surface,mixing in place method with rotavator at once and compacting
with smooth wheel roller to achieve the density compete as per Clause 401.4 as per Technical Specification
Clause 408 (ii) Using Gravel mix soil. (Quarry muck) | 39.75 | cum | 1,389.76 ₹55,242.96 | 2,450 ₹97,387.5 | 1,227.63 ₹48,798.29 Lowest |
| 1.00 | OD481573/2024-2025:Construction of subgrade and earthern shoulders construction of subgrade and earthern shoulders with approved material obtained from borrow pits with lift and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2with lead up to 1000m as per technical specification clause 303.1( with out roller) | 16.57 | cum | 742.9 ₹12,313.57 | 750 ₹12,431.25 | 656.23 ₹10,877.01 Lowest |
| 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) | 103.5 | cum | 7,490.97 ₹7,75,315.4 | 7,270 ₹7,52,445 | 6,617.03 ₹6,84,862.61 Lowest |
| 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 | 22.05 | cum | 689.7 ₹15,207.89 | 500 ₹11,025 Lowest | 609.24 ₹13,433.74 |
| 1.01 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 39.38 | cum | 5,333.59 ₹2,10,010.11 | 4,800 ₹1,89,000 | 4,711.34 ₹1,85,509.01 Lowest |
| 1.01 | 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) | 1.57 | cum | 7,194.64 ₹11,331.56 | 7,500 ₹11,812.5 | 6,355.27 ₹10,009.55 Lowest |
| 1.01 | OD449382/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRTH spec 10.3.A.2 ) | 0.9 | sqm | 10,692.69 ₹9,623.42 | 7,365.28 ₹6,628.75 Lowest | 9,445.22 ₹8,500.7 |
Tender Value
₹12.7 L
EMD Value
₹31,761
Closing Date
27 Mar 2025, 5:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AE
Mavelikara Thekkekkara GP
LRRP 2024 25 MAVELIKARA LAC SINO 3298 NSS KARAYAOGAM PLAVILA ROAD IN MAVELIKKARA THEKKEKKARA GRAMA PANCHAYATH ALAPPUZHA DISTRICT PANCHAYATH SI NO3298
2025_LSGD_751185_3
14/AE/MTGP/LSGD/24-25
Open Tender
Civil Works - Others
Item Rate
Mavelikara
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹31,761
Yes
19 Feb 2026
17 Mar 2025
29 Mar 2025
17 Mar 2025
27 Mar 2025
17 Mar 2025
Amount
Road Construction
OD387004/2024-2025:Surface dressing of the ground including removing of vegetation in equalities not exceeding 15 cm deep and disposal of rubbish lead up to 50 m and lift up to 1.50m in all kinds of soil
OD387005/2024-2025::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 spreding in uniform layers with motor grader on prepared surface,mixing in place method with rotavator at once and compacting with smooth wheel roller to achieve the density compete as per Clause 401.4 as per Technical Specification Clause 408 (ii) Using Gravel mix soil. (Quarry muck)
OD481573/2024-2025:Construction of subgrade and earthern shoulders construction of subgrade and earthern shoulders with approved material obtained from borrow pits with lift and leads transporting to site spreading grading to required slope and compacted to meet requirement of table 300.2with lead up to 1000m as per technical specification clause 303.1( with out roller)
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)
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
75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications.
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)
OD449382/2024-2025:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. (Derived from MoRTH spec 10.3.A.2 )
SHEEJA KAMARUDEEN (BID ID -2179894)
anadarajan (BID ID -2178197)
Bidder Name
anadarajan
Mohammed Haneefa
SHEEJA KAMARUDEEN
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.PDF
finance_1216907.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 .