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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.6 LAccepted-Finance | ₹3.6 L | L1 | Accepted-Finance Accepted Vide Resolution No.1904365-2026 of Pannor BP |
| 2 | L2₹3.9 L+₹27,984.22 (7.76%)Accepted-Finance | ₹3.9 L+₹27,984.22 (7.76%) | L2 | Accepted-Finance Second bidder. Kept in abeyance till the execution of agmnt by the First Bidder |
| Sl No | Description | Qty | Unit | Subin M P L1 | LIJINDAS PK L2 |
|---|---|---|---|---|---|
| 1.00Road concreting | |||||
| 1.00 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | 72 | cum | 47.35 ₹3,409.2 Lowest | 51.02 ₹3,673.44 |
| 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 | 16.8 | cum | 2,899.51 ₹48,711.77 Lowest | 3,124.47 ₹52,491.1 |
| 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 | cum | 8,283.48 ₹2,98,205.28 Lowest | 8,926.16 ₹3,21,341.76 |
| 1.00 | OD421195/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement (Modified 50.6.7.1 of DAR) | 0.22 | cum | 5,465.7 ₹1,224.32 Lowest | 5,889.76 ₹1,319.31 |
| 1.00 | 12.3:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | 1.32 | sqm | 327.44 ₹432.22 Lowest | 352.84 ₹465.75 |
| 1.01 | OD421194/2025-2026:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in name board and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.
Area less than 0.50 sqm. (Modified 16.86.1 of DAR) | 0.8 | sqm | 4,763.32 ₹3,810.66 Lowest | 5,132.89 ₹4,106.31 |
| 1.01 | OD421193/2025-2026:Engraving letters in hard stone (Modified data 16.21 of DAR) | 500 | per Letter per cm height | 9.86 ₹4,930 Lowest | 10.62 ₹5,310 |
Tender Value
₹3.9 L
EMD Value
₹9,718
Closing Date
3 Aug 2026, 4:00 pmClosed
SECRETARY BLOCK PANCHAYATH
Thazhe Champad P O Champad Kannur 670694 Phone 0490 2318720
MPLADS 2025 26 KAIPPALATH MUKKU ALACHAMKANDY MUKKU ROAD CONSTRUCTION WARD 9 PANNIYANNUR GRAMAPANCHAYATH General Civil Work
2026_CRD_862676_1
1904365-2026
Open Tender
Civil Works - Roads
Item Rate
PANOOR BLOCK PANCHAYTH
Please refer Tender documents.
7 documents required · 7 mandatory
₹860
Yes
₹9,718
Yes
4 Aug 2026
27 Jul 2026
4 Aug 2026
27 Jul 2026
3 Aug 2026
27 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road concreting | |||||
| 1.001 | 3.5.3:Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m <br> Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 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 | - | 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) | - | cum | - | - |
| 1.004 | OD421195/2025-2026:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size in cement mortar 1:6 for foundation and basement (Modified 50.6.7.1 of DAR) | - | cum | - | - |
| 1.005 | 12.3:Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204 | - | sqm | - | - |
| 1.006 | OD421194/2025-2026:Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in name board and similar locations, laid over 20 mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-charge.
Area less than 0.50 sqm. (Modified 16.86.1 of DAR) | - | sqm | - | - |
| 1.007 | OD421193/2025-2026:Engraving letters in hard stone (Modified data 16.21 of DAR) | - | per Letter per cm height | - | - |
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