Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹3.7 L+₹5,589.34 (1.54%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹3.7 L+₹7,738.94 (2.13%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | C J JOY L2 | dasan L1 | M SIVARAMAN L3 |
|---|---|---|---|---|---|---|
| 1.00Road Renovation | ||||||
| 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. | 96.2 | sqm | 18 ₹1,731.6 | 16.01 ₹1,540.16 Lowest | 22 ₹2,116.4 |
| 1.00 | OD117151/2026-2027:Surface dressing of the ground including removing vegetation and in- equalities not
exeeding 15 cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5m. | 65.6 | sqm | 40 ₹2,624 | 36.75 ₹2,410.8 Lowest | 40 ₹2,624 |
| 1.00 | OD117150/2026-2027: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 | 7.04 | cum | 3,200 ₹22,512 | 3,151 ₹22,167.29 Lowest | 3,200 ₹22,512 |
| 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) | 32.06 | cum | 9,700 ₹3,10,943.2 | 9,563.75 ₹3,06,575.57 Lowest | 9,750 ₹3,12,546 |
| 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) | 3.24 | cum | 9,700 ₹31,428 | 9,554.21 ₹30,955.64 Lowest | 9,750 ₹31,590 |
Tender Value
₹3.6 L
EMD Value
₹9,091
Closing Date
13 Oct 2026, 11:00 amClosed
Assistant Engineer, LSGD(EW) Section, Sreekrishnap
O/o Assistant Engineer LSGD(EW) Section Sreekrishnapuram Grama Panchayath
Pro.No. 251/26-27 - Mala Ponnankallu Cholakkundu Vayanasala Road renovation ward 1-
2026_LSGD_874413_1
TR/59894/2026_5_1_1/1
Open Tender
Civil Works - Roads
Item Rate
Sreekrishnapuram
Please refer Tender documents.
9 documents required · 9 mandatory
₹805
Yes
₹9,091
Yes
16 Oct 2026
3 Oct 2026
15 Oct 2026
3 Oct 2026
13 Oct 2026
3 Oct 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Renovation | |||||
| 1.001 | 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. | 96.2 | sqm | - | - |
| 1.002 | OD117151/2026-2027:Surface dressing of the ground including removing vegetation and in- equalities not
exeeding 15 cm deep and disposal of rubbish,lead up to 50m and lift up to 1.5m. | 65.6 | sqm | - | - |
| 1.003 | OD117150/2026-2027: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 | 7.04 | cum | - | - |
| 1.004 | 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) | 32.06 | cum | - | - |
| 1.005 | 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) | 3.24 | cum | - | - |
stage.html
html • 0.02 MB
finance_1483931.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 • 0.03 MB
Tendernotice_1.pdf
PDF • 0.05 MB
BOQ_1483931.xls
BOQ • 0.30 MB
viewsbd.pdf
Tender Documents • 1.86 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 .