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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹10.0 LAccepted-AOC | L1 | Accepted-AOC Accepted |
| Sl No | Description | Qty | Unit | Bismi construction L1 |
|---|---|---|---|---|
| 1.00Road Concrete | ||||
| 1.00 | 3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4. | 477 | sqm | 50 ₹23,850 Lowest |
| 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 | 47.7 | cum | 3,271.12 ₹1,56,032.42 Lowest |
| 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) | 71.55 | cum | 9,372.48 ₹6,70,600.94 Lowest |
| 1.00 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 10.14 | cum | 922.99 ₹9,359.12 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 | 7.8 | cum | 432.67 ₹3,374.83 Lowest |
| 1.01 | OD336051/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using Blasted rubble including Conveyance of materials and labour . complete as per direction of Departmental officers at site | 30.55 | cum | 3,498.68 ₹1,06,884.67 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) | 0.97 | cum | 9,363.13 ₹9,129.05 Lowest |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.06 | tonne | 98,428.56 ₹5,807.29 Lowest |
| 1.01 | OD336036/2025-2026:S/F Name board of size 75*60 cm installed in the appropreate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc as per the directions of deptl. officers at site. | 2 | each | 5,540.07 ₹11,080.14 Lowest |
Tender Value
₹10.2 L
EMD Value
₹25,411
Closing Date
28 Feb 2026, 2:00 pmClosed
ASSISTANT ENGINEER
LID EW Section , Punalur Municipality
pwd works
2026_LSGD_838898_1
03/2025-26/AE/LIDEW/PMC
Open Tender
Civil Works - Roads
Item Rate
PUNALUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹25,411
Yes
8 Jun 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
Road Concrete
3.1:Preparation of Foundation for Embankment Scarifying Existing Granular Surface to a Depth of 50 mm by Manual Means Scarifying existing granular surface to a depth of 50 mm and disposal of scarified material with a lift upto 3 m and leads upto 1000 m as per Technical Specification Clause 301.4.
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
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)
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
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
OD336051/2025-2026:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using Blasted rubble including Conveyance of materials and labour . complete as per direction of Departmental officers at site
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)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD336036/2025-2026:S/F Name board of size 75*60 cm installed in the appropreate place visible to the public made of brick wall with granite plaque should be inserted and engraving letters etc as per the directions of deptl. officers at site.
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