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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.0 LAccepted-AOC | ₹7.0 L | L1 | Accepted-AOC Lowest and Awarded |
| 2 | L2₹7.4 L+₹40,269.87 (5.72%)Rejected-AOC | ₹7.4 L+₹40,269.87 (5.72%) | L2 | Rejected-AOC Rejected 2 nd Lowest |
| Sl No | Description | Qty | Unit | E.K.Abdulsalam L2 | NIZAR P L1 |
|---|---|---|---|---|---|
| 1.00Road Concreting & Side protection | |||||
| 1.00 | OD389483/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | 210 | 1 sqm | 33 ₹6,930 | 30 ₹6,300 Lowest |
| 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 | 19.5 | cum | 400 ₹7,800 | 367 ₹7,156.5 Lowest |
| 1.00 | OD389519/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil (Derived from DSR Item No 2.8.1) | 35.55 | cum | 280 ₹9,954 Lowest | 311 ₹11,056.05 |
| 1.00 | OD389520/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling 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 (Derived from PRICE DSR Item 60.7.1) | 87.3 | cum | 3,590 ₹3,13,407 | 3,465 ₹3,02,494.5 Lowest |
| 1.00 | OD389481/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | 5.4 | cum | 800 ₹4,320 | 788 ₹4,255.2 Lowest |
| 1.01 | OD389480/2025-2026: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 | 21 | cum | 2,829 ₹59,409 | 2,618 ₹54,978 Lowest |
| 1.01 | 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) | 31.5 | cum | 8,607.37 ₹2,71,132.16 | 7,965 ₹2,50,897.5 Lowest |
| 1.01 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | 0.24 | tonne | 90,000 ₹21,600 | 84,071 ₹20,177.04 Lowest |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 5.25 | cum | 8,600 ₹45,150 | 7,958 ₹41,779.5 Lowest |
Tender Value
₹8.4 L
EMD Value
₹21,121
Closing Date
6 Jul 2026, 3:00 pmClosed
Block Development Officer_Secretary
Block Development Officer_Secretary Sreekrishnapuram Block
ET-06/2026/BDO/SKP/MPLADS- Kottappuram Palod Sanketham Road in Karimpuzha
2026_CRD_857275_1
ET-06/2026/BDO/SKP/MPLADS
Open Tender
Civil Works - Roads
Item Rate
180 days
Sreekrishnapuram Block
Please refer Tender documents.
11 documents required · 11 mandatory
₹1,865
Yes
₹21,121
Yes
7 Aug 2026
23 Jun 2026
8 Jul 2026
23 Jun 2026
6 Jul 2026
23 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Road Concreting & Side protection | |||||
| 1.001 | OD389483/2025-2026:Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | - | 1 sqm | - | - |
| 1.002 | 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 | - | - |
| 1.003 | OD389519/2025-2026:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.
2.8.1 All kinds of soil (Derived from DSR Item No 2.8.1) | 1 | cum | - | - |
| 1.004 | OD389520/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling 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 (Derived from PRICE DSR Item 60.7.1) | 1 | cum | - | - |
| 1.005 | OD389481/2025-2026:Filling with quarry muck Filling up low lying and water logged areas with local materials/ quarry muck spreading in layers, levelling the top at site and consolidation by ramming etc complete for improving the CBR value of sub grade | - | cum | - | - |
| 1.006 | OD389480/2025-2026: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 | - | - |
| 1.007 | 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 | - | - |
| 1.008 | 12.7:Supplying, fitting and placing TMT bar reinforcement (Fe 415) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 | - | tonne | - | - |
| 1.009 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | - | cum | - | - |
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