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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.5 LAccepted-AOC | ₹8.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹9.2 LRejected-AOC | ₹9.2 L | L2 | Rejected-AOC L2 |
| 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 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 | 150.3 | cum | 51.02 ₹7,668.31 | 60 ₹9,018 |
| 1.00 | 4.1.A.1: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. (i) For Grading I Material | 50.1 | cum | 3,124.47 ₹1,56,535.95 | 3,500 ₹1,75,350 |
| 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) | 75.15 | cum | 8,926.16 ₹6,70,800.92 | 9,600 ₹7,21,440 |
| 1.00 | OD447619/2025-2026: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 | 5,889.76 ₹1,319.31 | 6,000 ₹1,344 |
| 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 | 352.84 ₹465.75 | 400 ₹528 |
| 1.01 | OD447621/2025-2026: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 | 5,132.89 ₹4,106.31 | 6,000 ₹4,800 |
| 1.01 | OD447620/2025-2026:Engraving letters in hard stone (Modified data 16.21 of DAR) | 500 | per Letter per cm height | 10.62 ₹5,310 | 20 ₹10,000 |
Tender Value
₹8.5 L
EMD Value
₹21,155
Closing Date
30 May 2026, 5:00 pmClosed
SECRETARY BLOCK PANCHAYATH
Thazhe Champad P O Champad Kannur 670694 Phone 04902318720
MP LADS MPLADS 2025 26 MP SRISADANANDANMASTER CONSTRUCTION OF NETAJI VAYANSALA ROAD 215410050000000156 CONCRETE IN MOKERI GRAMAPANCHAYATH VILANGAD WARD 9-General Civil Work
2026_CRD_852326_1
4081475-2026
Open Tender
Civil Works - Roads
PANOOR BLOCK PANCHAYTH
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,870
Yes
₹21,155
Yes
30 Jun 2026
21 May 2026
2 Jun 2026
21 May 2026
30 May 2026
21 May 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 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) (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. (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 | OD447619/2025-2026: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 | OD447621/2025-2026: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 | OD447620/2025-2026:Engraving letters in hard stone (Modified data 16.21 of DAR) | - | per Letter per cm height | - | - |
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