Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | MATHEW PHILIP L1 | MUHAMMED SHA K SALAM L2 | ANYONYS LENOS L3 |
|---|---|---|---|---|---|---|
| 1.00Road maintenance | ||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 6.93 | cum | 412.36 ₹2,857.65 Lowest | 437.97 ₹3,035.13 | 463.58 ₹3,212.61 |
| 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 | 2.78 | cum | 879.67 ₹2,448.12 Lowest | 934.3 ₹2,600.16 | 988.92 ₹2,752.16 |
| 1.00 | OD167294/2026-2027:Supplying and fixing 12mm.dia dowel bars 60 cm.deep inside the hole and 60 cm.outside the hole and bend at 30cm. above the rock. | 16 | each | 325.66 ₹5,210.56 Lowest | 345.88 ₹5,534.08 | 366.1 ₹5,857.6 |
| 1.00 | 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 | 0.12 | tonne | 94,265 ₹11,123.27 Lowest | 1,00,118.71 ₹11,814.01 | 1,05,972.43 ₹12,504.75 |
| 1.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.73 | cum | 8,407.36 ₹14,569.95 Lowest | 8,929.45 ₹15,474.74 | 9,451.53 ₹16,379.5 |
| 1.01 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 9.4 | cum | 8,690.27 ₹81,697.23 Lowest | 9,229.93 ₹86,770.57 | 9,769.58 ₹91,843.82 |
| 1.01 | OD168315/2026-2027:Providing 40mm. dia.PVC pipe 6kg/cm2.for wheep holes. | 10.5 | 1 metre | 71.55 ₹751.28 Lowest | 76 ₹798 | 80.44 ₹844.62 |
Tender Value
₹1.3 L
EMD Value
₹3,176
Closing Date
1 Oct 2026, 5:00 pmClosed
Assistant Engineer
LID and EW Section Koottickal GP
Re Tender Annual Plan-Koottickal GP Project No 27/2027 Maintenance of Plappally Palamattompady road ward 3
2026_LSGD_867907_20
01/AE/LID/EW/KTL/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Koottickal
Please refer Tender documents.
6 documents required · 6 mandatory
₹555
Yes
₹3,176
Yes
18 Oct 2026
22 Sept 2026
3 Oct 2026
22 Sept 2026
1 Oct 2026
23 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road maintenance | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m 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 | 6.93 | cum | - | - |
| 1.002 | 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 | 2.78 | cum | - | - |
| 1.003 | OD167294/2026-2027:Supplying and fixing 12mm.dia dowel bars 60 cm.deep inside the hole and 60 cm.outside the hole and bend at 30cm. above the rock. | 16 | each | - | - |
| 1.004 | 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 | 0.12 | tonne | - | - |
| 1.005 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.73 | cum | - | - |
| 1.006 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 9.4 | cum | - | - |
| 1.007 | OD168315/2026-2027:Providing 40mm. dia.PVC pipe 6kg/cm2.for wheep holes. | 10.5 | 1 metre | - | - |
stage.html
html • 0.03 MB
tech_eval.pdf
fin_eval.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 • 0.14 MB
SBD-27.pdf
Tender Documents • 1.03 MB
FOT-27.pdf
Tender Documents • 0.11 MB
PA-27.pdf
Tender Documents • 0.12 MB
IPC.pdf
Tender Documents • 0.09 MB
Affidavit-27.pdf
Tender Documents • 0.10 MB
tendernotice2new.pdf
Tender Documents • 2.59 MB
feeremitteddetails-27.pdf
Tender Documents • 0.12 MB
E-paymentform.pdf
Tender Documents • 0.09 MB
BOQ_1477661.xls
BOQ • 0.30 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 .