Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | l1₹4.2 LAccepted-AOC | l1 | Accepted-AOC l1 | |
| 2 | l2₹4.3 L+₹7,305.08 (1.75%)Rejected-AOC | l2 | Rejected-AOC l2 |
| Sl No | Description | Qty | Unit | AJAYKUMAR K L2 | DEEPTI AJAYKUMAR L1 |
|---|---|---|---|---|---|
| 1.00Concrete | |||||
| 1.00 | 3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1. | 26.04 | cum | 70 ₹1,822.8 | 68 ₹1,770.72 Lowest |
| 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. | 17.36 | cum | 2,500 ₹43,400 | 2,400 ₹41,664 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) | 26.04 | cum | 9,600 ₹2,49,984 Lowest | 9,600 ₹2,49,984 Lowest |
| 2.00Side protection | |||||
| 2.00 | 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 | 8.64 | cum | 450 ₹3,888 | 440 ₹3,801.6 Lowest |
| 2.00 | OD200845/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials labour charges etc.complete as per direction of Departmental officers at site | 16.64 | cum | 4,000 ₹66,560 | 3,900 ₹64,896 Lowest |
| 2.00 | 11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20 | 2.4 | cum | 10,000 ₹24,000 Lowest | 10,000 ₹24,000 Lowest |
| 2.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.17 | tonne | 1,00,500 ₹16,683 | 1,00,400 ₹16,666.4 Lowest |
| 2.00 | OD201340/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony
railing, staircase railing and similar works, including applying priming coat of approves steel
primer.
G.I. pipes | 75 | kg | 250 ₹18,750 | 200 ₹15,000 Lowest |
Tender Value
Refer Docs
EMD Value
₹10,590
Closing Date
19 Aug 2025, 11:00 amClosed
AE LSGD SECTION PUTHUR
AE LSGD SECTION PUTHUR,P.O PUTHUR
Annual Plan-2025-26 Puthur Grama Panchayath ward 13 Panjira Palam Connection Road-Pro no173/PTR/-General Civil Work
2025_LSGD_784275_1
173/AE/LSGD/PTR/25-26
Open Tender
Civil Works - Roads
Item Rate
240 days
PUTHUR GP
Please refer Tender documents.
8 documents required · 8 mandatory
₹935
₹10,590
16 Apr 2026
11 Aug 2025
20 Aug 2025
11 Aug 2025
19 Aug 2025
11 Aug 2025
Amount
Concrete
3.15.1:Compacting Original Ground <br> (i) Compacting original ground supporting embankment <br> Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specification Clause 301.4.1.
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.
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)
Side protection
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
OD200845/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc.complete as per direction of Departmental officers at site
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD201340/2025-2026:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer. G.I. pipes
AJAYKUMAR K (BID ID -2294657)
Bidder Name
AJAYKUMAR K
DEEPTI AJAYKUMAR
stage.html
html • 0.04 MB
techsummary_1288220.pdf
finsummary_1288220.pdf
aoc.pdf
finance_1288220.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
BOQ_1288220.xls
BOQ • 0.30 MB
viewnit.pdf
Tender Documents • 0.02 MB
fot.pdf
Tender Documents • 0.03 MB
integrity.pdf
Tender Documents • 0.02 MB
pacommon.pdf
Tender Documents • 0.15 MB
affidavit.pdf
Tender Documents • 0.02 MB
viewsbd.pdf
Tender Documents • 1.63 MB
epaymentform.pdf
Tender Documents • 0.01 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 .