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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAdmitted-Fee/PreQual/Technical/Finance | ₹2.9 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.7 L+₹81,461.53 (28.2%)Admitted-Fee/PreQual/Technical/Finance | ₹3.7 L+₹81,461.53 (28.2%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | ROOPESH O R L2 | MUHAMMED SHAFI P.A. L1 |
|---|---|---|---|---|---|
| 1.00Road concreting | |||||
| 1.00 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 22.5 | cum | 58.38 ₹1,313.55 | 45.53 ₹1,024.43 Lowest |
| 1.00 | OD142180/2026-2027: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | 25.56 | cum | 2,045.46 ₹52,281.96 | 1,595.15 ₹40,772.03 Lowest |
| 1.00 | OD143051/2026-2027:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.( DSR 2.25 ) | 10.2 | cum | 289.79 ₹2,955.86 | 225.99 ₹2,305.1 Lowest |
| 1.00 | OD170320/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. (Spec Code DAR 50.2.26.1) | 5.1 | cum | 405.58 ₹2,068.46 | 316.29 ₹1,613.08 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) | 36.81 | cum | 8,353.94 ₹3,07,508.53 | 6,514.82 ₹2,39,810.52 Lowest |
| 1.01 | OD142179/2026-2027:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | 3,898.85 ₹3,898.85 | 3,040.52 ₹3,040.52 Lowest |
Tender Value
₹4.2 L
EMD Value
₹10,590
Closing Date
19 Sept 2026, 5:00 pmClosed
Assistant Engineer
LID AND EW SUB DIVISION THRITHALA BLOCK PANCHAYATH
public works
2026_LSGD_868743_2
ET-04/AE/TLABP/2026-27
Open Tender
Civil Works - Others
Item Rate
300 days
Thrithala Block Panchayath, Koottanad
pls see the tender documents
7 documents required · 7 mandatory
₹935
Yes
₹10,590
Yes
22 Sept 2026
10 Sept 2026
22 Sept 2026
10 Sept 2026
19 Sept 2026
10 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 1.001 | 3.5.2:Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. | 22.5 | cum | - | - |
| 1.002 | OD142180/2026-2027: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 manually mixing by mix in place method and compacting with rammers to achieve the desired density
complete as per Clause 401.4 as per Technical Specification Clause 408. | 25.56 | cum | - | - |
| 1.003 | OD143051/2026-2027:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.( DSR 2.25 ) | 10.2 | cum | - | - |
| 1.004 | OD170320/2026-2027:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. (Spec Code DAR 50.2.26.1) | 5.1 | cum | - | - |
| 1.005 | 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) | 36.81 | cum | - | - |
| 1.006 | OD142179/2026-2027:Engraving letters in hard stone for granite 100x75 cm size name board for inauguration ( including granite board & lettering ) Erecting and Fixing charges etc. | 1 | each | - | - |
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