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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L3 | |
| 3 | Rejected-Technical | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | rajesh kumar s n L2 | Bismi construction L1 | K Abdul Rehiman L3 |
|---|---|---|---|---|---|---|
| 1.00CONCRETE | ||||||
| 1.00 | OD82357/2025-2026:Surface dressing of the ground in All kinds of soil 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 | 63 | sqm | 33 ₹2,079 | 30.61 ₹1,928.43 | 25 ₹1,575 Lowest |
| 1.00 | OD169277/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge. | 18.9 | cum | 360 ₹6,804 Lowest | 437.98 ₹8,277.82 | 400 ₹7,560 |
| 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 | 4.72 | cum | 2,950 ₹13,938.75 | 2,787.12 ₹13,169.14 Lowest | 3,500 ₹16,537.5 |
| 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) | 9 | cum | 8,000 ₹72,000 | 7,985.73 ₹71,871.57 Lowest | 8,000 ₹72,000 |
| 2.00Retaining wall | ||||||
| 2.00 | OD169267/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for
reuse for any thickness of walls in DR masonry including disposal of debris within a distance of
150m | 17 | cum | 625 ₹10,625 Lowest | 658.94 ₹11,201.98 | 1,000 ₹17,000 |
| 2.00 | OD169274/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete
levelling course using departmental rubble including packing to compactness to lines and levels,
labour charges etc. complete as per direction of Departmental officers at site | 17 | cum | 1,600 ₹27,200 | 1,492.58 ₹25,373.86 Lowest | 1,800 ₹30,600 |
| 2.00 | 11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth | 8.4 | cum | 900 ₹7,560 | 786.42 ₹6,605.93 | 350 ₹2,940 Lowest |
| 2.00 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6 | 1.4 | cum | 8,150 ₹11,410 | 7,516.21 ₹10,522.69 Lowest | 7,800 ₹10,920 |
Tender Value
₹4.2 L
EMD Value
₹10,581
Closing Date
31 Jul 2025, 6:00 pmClosed
ASSISTANT ENGINEER
LID EW Section , Punalur Municipality,
PWD WORKS
2025_LSGD_778483_6
04/2025-26/AE/LID EW/PMC
Open Tender
Civil Works - Roads
Item Rate
PUNALUR
Please refer Tender documents.
9 documents required · 9 mandatory
₹935
Yes
₹10,581
Yes
6 Nov 2025
23 Jul 2025
4 Aug 2025
23 Jul 2025
31 Jul 2025
23 Jul 2025
Amount
CONCRETE
OD82357/2025-2026:Surface dressing of the ground in All kinds of soil 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
OD169277/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge.
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
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)
Retaining wall
OD169267/2025-2026:DISMANTLING DR - Dismanling , clearing away and carefully stacking materials useful for reuse for any thickness of walls in DR masonry including disposal of debris within a distance of 150m
OD169274/2025-2026:DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc. complete as per direction of Departmental officers at site
11.1.1.1:Excavation for Structures <br> 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. <br> I. Ordinary soil <br> (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 <br>II. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5)
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
rajesh kumar s n (BID ID -2267057)
K Abdul Rehiman (BID ID -2268466)
Bidder Name
rajesh kumar s n
K Abdul Rehiman
Bismi construction
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