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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.9 LAccepted-Finance TANUR MUNICIPALITY TANUR 676 302 | MALAPPURAM | KERALA | 676302 | ₹3.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹4.1 L+₹19,237.17 (4.94%)Accepted-Finance | ₹4.1 L+₹19,237.17 (4.94%) | L2 | Accepted-Finance L2 |
| 3 | L3₹4.1 L+₹24,290.31 (6.24%)Rejected-Finance | ₹4.1 L+₹24,290.31 (6.24%) | L3 | Rejected-Finance L3 |
| 4 | L4₹4.2 L+₹29,680.65 (7.63%)Rejected-Finance BENGLAVIL HOUSE KOORIYAD MALAPPURAM DIST KERALA PIN 676306 | MALAPPURAM | KERALA | 676306 | ₹4.2 L+₹29,680.65 (7.63%) | L4 | Rejected-Finance L4 |
| 5 | L5₹4.2 L+₹32,982.40 (8.48%)Rejected-Finance | ₹4.2 L+₹32,982.40 (8.48%) | L5 | Rejected-Finance L5 |
| Sl No | Description | Qty | Unit | NAVASUDHEEN K L3 | Mohamed Fazal L4 | ABDUL JABBAR MT L2 | HARIS BABU L6 | SAMEER P L1 | Mohammed Ansad PP L5 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00Road Concreting | |||||||||
| 1.00 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | 15.29 | cum | 400.24 ₹6,118.87 | 405 ₹6,191.64 | 395.38 ₹6,044.57 | 405.52 ₹6,199.59 | 376.72 ₹5,759.3 Lowest | 450 ₹6,879.6 |
| 1.00 | OD342962/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concretelevelling 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 (OD from DAR 60.7.1) | 38.81 | cum | 3,771.56 ₹1,46,366.7 | 3,821 ₹1,48,285.37 | 3,576.37 ₹1,38,791.77 | 3,668.07 ₹1,42,350.46 | 3,549.93 ₹1,37,765.68 Lowest | 3,836 ₹1,48,867.49 |
| 1.00 | OD257446/2024-2025:. Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with
collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 300 mm dia R.C.C. pipe | 6 | metre | 1,007.7 ₹6,046.2 | 1,021 ₹6,126 | 1,794 ₹10,764 | 1,840 ₹11,040 | 947.6 ₹5,685.6 Lowest | 1,067 ₹6,402 |
| 1.00 | OD251032/2024-2025: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. | 52.7 | cum | 420.9 ₹22,181.43 | 426 ₹22,450.2 | 434.51 ₹22,898.68 | 445.65 ₹23,485.76 | 396.2 ₹20,879.74 Lowest | 437 ₹23,029.9 |
| 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 | 10.54 | cum | 3,036.9 ₹32,008.93 | 3,077 ₹32,431.58 | 3,000.11 ₹31,621.16 | 3,077.04 ₹32,432 | 2,858.57 ₹30,129.33 Lowest | 3,097 ₹32,642.38 |
| 1.01 | OD359057/2025-2026: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) (from 75.8.1) | 23.71 | cum | 8,336.8 ₹1,97,707.21 | 8,446 ₹2,00,296.89 | 8,235.45 ₹1,95,303.7 | 8,600 ₹2,03,949 | 7,846.9 ₹1,86,089.23 Lowest | 8,484 ₹2,01,198.06 |
| 1.01 | OD271950/2024-2025:Providing and fixing granite of any colour and shade for name board, of required size laid over base of cement mortar 1:4(1 cement:4 course sand)including all charges etc.complete at all,levels,includinglettering & amp;amp;fixing | 1 | 1 nos | 2,898 ₹2,898 | 2,936 ₹2,936 | 2,850.32 ₹2,850.32 | 2,923.41 ₹2,923.41 | 2,728.15 ₹2,728.15 Lowest | 3,000 ₹3,000 |
Tender Value
₹4.2 L
EMD Value
₹10,469
Closing Date
24 Jun 2026, 5:00 pmClosed
BLOCK DEVELOPMENT OFFICER
TIRURANGADI BLOCK PANCHAYATH
MLA SDF-NJARAKATTU THAZHAM SUM ROAD AND SIDE PROTECTION
2026_CRD_855525_1
4287149-2025
Open Tender
Civil Works - Roads
Item Rate
NANNAMBRA GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹925
Yes
₹10,469
Yes
29 Jun 2026
12 Jun 2026
27 Jun 2026
12 Jun 2026
24 Jun 2026
12 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting | |||||
| 1.001 | 3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 | - | cum | - | - |
| 1.002 | OD342962/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concretelevelling 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 (OD from DAR 60.7.1) | 1 | cum | - | - |
| 1.003 | OD257446/2024-2025:. Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with
collars jointed with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement : 2 fine sand) including testing of joints etc. complete: 300 mm dia R.C.C. pipe | - | metre | - | - |
| 1.004 | OD251032/2024-2025: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. | - | cum | - | - |
| 1.005 | 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 | 1 | cum | - | - |
| 1.006 | OD359057/2025-2026: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 required including compaction, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) (from 75.8.1) | 1 | cum | - | - |
| 1.007 | OD271950/2024-2025:Providing and fixing granite of any colour and shade for name board, of required size laid over base of cement mortar 1:4(1 cement:4 course sand)including all charges etc.complete at all,levels,includinglettering & amp;amp;fixing | - | 1 nos | - | - |
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