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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | |
| 2 | L2₹7.5 L+₹12,274.20 (1.67%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | |
| 3 | L3₹7.6 L+₹26,415.53 (3.59%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | |
| 4 | L4₹7.7 L+₹31,414.70 (4.27%)Admitted-Fee/PreQual/Technical/Finance | L4 | Admitted-Fee/PreQual/Technical/Finance | |
| 5 | L5₹7.9 L+₹49,154.38 (6.68%)Admitted-Fee/PreQual/Technical/Finance | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | P S Sunilkumar L4 | GIREESAN B L1 | SABU P L L7 | Athul Sanjai L2 | N R THILAKAN L5 | Krishnakumar.g L6 | Neil Samuel T Paliyath L3 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Concrete | ||||||||||
| 1.00 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 19.64 | cum | 786.24 ₹15,441.75 | 683 ₹13,414.12 Lowest | 765 ₹15,024.6 | 700 ₹13,748 | 728.8 ₹14,313.63 | 738 ₹14,494.32 | 708.4 ₹13,912.98 |
| 1.00 | 4.1.A.3: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. (iii) For Grading III Material | 50.1 | cum | 2,500 ₹1,25,250 | 2,946.75 ₹1,47,632.18 | 3,381 ₹1,69,388.1 | 2,200 ₹1,10,220 Lowest | 3,143 ₹1,57,464.3 | 3,187 ₹1,59,668.7 | 3,055.29 ₹1,53,070.03 |
| 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) | 68.85 | cum | 9,055 ₹6,23,436.75 | 8,310 ₹5,72,143.5 Lowest | 9,550 ₹6,57,517.5 | 9,000 ₹6,19,650 | 8,865 ₹6,10,355.25 | 8,989 ₹6,18,892.65 | 8,616.94 ₹5,93,276.32 |
| 1.00 | OD96895/2026-2027:Supplying and Fixing Name Board | 1 | each | 3,630 ₹3,630 | 3,154 ₹3,154 | 3,600 ₹3,600 | 5,000 ₹5,000 | 3,365 ₹3,365 | 3,630 ₹3,630 | 2,500 ₹2,500 Lowest |
Tender Value
₹8.5 L
EMD Value
₹21,186
Closing Date
25 Sept 2026, 11:00 amClosed
Assistant Engineer
LID and EW Sub division pattanakkad
Pattanakkad BP-2026-27-Proj no. 159/27-Concreting of Kaithapparambu Njarakkal road in ward 14 of Ezhupunna GP
2026_LSGD_870848_1
21/AE/PKDBP/2026
Open Tender
Civil Works - Roads
Item Rate
180 days
Pattanakkad
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
₹21,186
12 Oct 2026
18 Sept 2026
26 Sept 2026
18 Sept 2026
25 Sept 2026
18 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Concrete | |||||
| 1.001 | 2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete | 19.64 | cum | - | - |
| 1.002 | 4.1.A.3: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. (iii) For Grading III Material | 50.1 | cum | - | - |
| 1.003 | 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) | 68.85 | cum | - | - |
| 1.004 | OD96895/2026-2027:Supplying and Fixing Name Board | 1 | each | - | - |
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