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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.7 LAdmitted-Fee/PreQual/Technical/Finance | ₹6.7 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹6.7 L+₹194.08 (0.03%)Admitted-Fee/PreQual/Technical/Finance | ₹6.7 L+₹194.08 (0.03%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹7.0 L+₹29,785.79 (4.45%)Admitted-Fee/PreQual/Technical/Finance | ₹7.0 L+₹29,785.79 (4.45%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | VENUGOPALAN P L1 | SAJEEV L3 | P BALAKRISHNAN L2 |
|---|---|---|---|---|---|---|
| 1.00SIDE PROTECTION AND ROAD CONCRETE | ||||||
| 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. | 258.3 | sqm | 12.6 ₹3,254.58 Lowest | 13.2 ₹3,409.56 | 12.65 ₹3,267.5 |
| 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. | 1.5 | cum | 52.8 ₹79.2 Lowest | 55.4 ₹83.1 | 52.8 ₹79.2 Lowest |
| 1.00 | OD89489/2026-2027: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. | 22.07 | cum | 1,849.04 ₹40,813.86 Lowest | 1,940 ₹42,821.62 | 1,849.93 ₹40,833.5 |
| 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) | 38.74 | cum | 7,554 ₹2,92,679.73 Lowest | 7,927 ₹3,07,131.62 | 7,555.36 ₹2,92,732.42 |
| 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 | 17.4 | cum | 743 ₹12,928.2 Lowest | 780 ₹13,572 | 744.05 ₹12,946.47 |
| 1.01 | OD119230/2026-2027: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 | 77.8 | cum | 3,286 ₹2,55,650.8 Lowest | 3,448 ₹2,68,254.4 | 3,286.57 ₹2,55,695.15 |
| 1.01 | 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) | 4.42 | cum | 7,547 ₹33,395.48 Lowest | 7,920 ₹35,046 | 7,547.83 ₹33,399.15 |
| 1.01 | OD152563/2026-2027: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. (DAR 2.25) | 17.4 | cum | 261 ₹4,541.4 Lowest | 274 ₹4,767.6 | 262.09 ₹4,560.37 |
| 1.01 | OD152564/2026-2027: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) | 28.2 | cum | 366 ₹10,321.2 | 275 ₹7,755 Lowest | 366.81 ₹10,344.04 |
Tender Value
₹8.5 L
EMD Value
₹21,177
Closing Date
10 Sept 2026, 5:00 pmClosed
Assistant Engineer
LID AND EW SUB DIVISION THRITHALA BLOCK PANCHAYATH
public works
2026_LSGD_867056_1
ET-03/AE/TLABP/2026-27
Open Tender
Civil Works - Roads
Item Rate
300 days
Thrithala Block Panchayath, Koottanad
pls see the tender documents
7 documents required · 7 mandatory
₹1,870
Yes
₹21,177
Yes
15 Sept 2026
1 Sept 2026
14 Sept 2026
1 Sept 2026
10 Sept 2026
1 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1SIDE PROTECTION AND ROAD CONCRETE | |||||
| 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. | - | sqm | - | - |
| 1.002 | 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. | - | cum | - | - |
| 1.003 | OD89489/2026-2027: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. | - | 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) | 1 | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | OD119230/2026-2027: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 | 1 | cum | - | - |
| 1.007 | 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) | 1 | cum | - | - |
| 1.008 | OD152563/2026-2027: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. (DAR 2.25) | 1 | cum | - | - |
| 1.009 | OD152564/2026-2027: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) | 1 | cum | - | - |
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