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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.7 LAccepted-Finance | L1 | Accepted-Finance Lowest bidder | |
| 2 | L2₹9.3 L+₹64,189.43 (7.38%)Accepted-Finance | L2 | Accepted-Finance Second lowest bidder | |
| 3 | L3₹9.4 L+₹67,964.16 (7.81%)Accepted-Finance | L3 | Accepted-Finance Third lowest bidder | |
| 4 | L4₹10.0 L+₹1.3 L (14.8%)Accepted-Finance MALAMAKKAVU PO KUBALLUR VIA PALAKKADOT | PALAKKAD | KERALA | 672122 | L4 | Accepted-Finance Forth lowest bidder | |
| 5 | L5₹10.1 L+₹1.4 L (15.8%)Accepted-Finance KAPPUR GRAMA PANCHAYATH | L5 | Accepted-Finance Fifth lowest bidder |
| Sl No | Description | Qty | Unit | IBRAHIM BADUSHA L1 | MUNEER P L3 | A M Yousaf L2 | TK. Rajan L4 | ABDUL JALEEL P S L8 | MUHAMMED ABDURAHIMAN P V L5 | HUSAIN L9 | MUHAMMED ASHIF.K.P L7 | NISAR L6 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Rennovation | ||||||||||||
| 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. | 675 | sqm | 11 ₹7,425 Lowest | 11.87 ₹8,012.25 | 12.22 ₹8,248.5 | 12.65 ₹8,538.75 | 14.02 ₹9,463.5 | 12.76 ₹8,613 | 14.41 ₹9,726.75 | 13.5 ₹9,112.5 | 13.33 ₹8,997.75 |
| 1.00 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 67.5 | cum | 2,300 ₹1,55,250 | 2,476.7 ₹1,67,177.25 | 1,896 ₹1,27,980 Lowest | 2,636.23 ₹1,77,945.53 | 2,923.64 ₹1,97,345.7 | 2,659.29 ₹1,79,502.08 | 3,004.43 ₹2,02,799.03 | 2,803.12 ₹1,89,210.6 | 2,769.9 ₹1,86,968.25 |
| 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) | 101.25 | cum | 6,590 ₹6,67,237.5 Lowest | 7,096.3 ₹7,18,500.38 | 7,418.5 ₹7,51,123.13 | 7,554 ₹7,64,842.5 | 8,376.88 ₹8,48,159.1 | 7,619.44 ₹7,71,468.3 | 8,608.33 ₹8,71,593.41 | 8,033.55 ₹8,13,396.94 | 7,937.95 ₹8,03,717.44 |
| 1.00 | OD165267/2026-2027: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. &lt;br &gt; (i) Using naturally occuring gravel (Modified Spec of Mord 4.11.1) | 20.25 | cum | 1,615 ₹32,703.75 Lowest | 1,737.52 ₹35,184.78 | 1,949 ₹39,467.25 | 1,849.53 ₹37,452.98 | 2,051.07 ₹41,534.17 | 1,865.62 ₹37,778.81 | 2,107.75 ₹42,681.94 | 1,967.5 ₹39,841.88 | 1,943.7 ₹39,359.93 |
| 1.00 | OD138480/2026-2027:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 0.9 | sqm | 8,204.17 ₹7,383.75 | 10,099.44 ₹9,089.5 | 8,189.5 ₹7,370.55 Lowest | 10,753 ₹9,677.7 | 11,921.97 ₹10,729.77 | 10,843.97 ₹9,759.57 | 12,251.36 ₹11,026.22 | 11,433.35 ₹10,290.02 | 11,297.3 ₹10,167.57 |
Tender Value
₹12.6 L
EMD Value
₹31,603
Closing Date
24 Sept 2026, 5:00 pmClosed
Assistant Engineer
Office of the Assistant Engineer LID EW Section,LSGD, Pattithara Grama Panchayat Thalakkasseri PO, Pattithara Pin Code 679534
Road construction works
2026_LSGD_869414_1
02/AELSGD/PTRA/CMLRRP/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
Pattithara GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,760
Yes
₹31,603
Yes
30 Sept 2026
16 Sept 2026
28 Sept 2026
16 Sept 2026
24 Sept 2026
16 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Rennovation | |||||
| 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. | 675 | sqm | - | - |
| 1.002 | 4.1.A.1:Granular Sub-base with Well Graded Material (Table 400.1) <br> (A) By Mix in Place Method <br> 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. <br> (i) For Grading I Material | 67.5 | 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) | 101.25 | cum | - | - |
| 1.004 | OD165267/2026-2027: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 with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. &lt;br &gt; (i) Using naturally occuring gravel (Modified Spec of Mord 4.11.1) | 20.25 | cum | - | - |
| 1.005 | OD138480/2026-2027:Providing and fixing of direction and place identification retro-reflectorised sign with 7 years
warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting fixed
over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with
area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and
supported on GI pipe pole 50mm NB-2 nos confirming to IS 1239 firmly fixed to the ground by
means of properly designed foundation with M 15 grade cement concrete min size 40 cm x 40
cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of
epoxy painting over epoxy primer and as per approved drawing and clause 801 including
lettering symbols etc. (Derived from MoRD spec 10.3.A.2) | 0.9 | sqm | - | - |
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