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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.4 LAccepted-AOC | ₹3.4 L | L1 | Accepted-AOC L1 |
| 2 | L2₹3.7 LRejected-Finance | ₹3.7 L | L2 | Rejected-Finance L2 |
| Sl No | Description | Qty | Unit | Binoy mon P K L1 | MPB L2 |
|---|---|---|---|---|---|
| 1.00Lined Dranage and Cross Drainage | |||||
| 1.00 | 3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 8.1 | sqm | 13.36 ₹108.22 | 14 ₹113.40 |
| 1.00 | OD483389/2025-2026:
(OD 2.8.1) 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.
All kinds of soil | 37.62 | cum | 312.9 ₹11,771.30 | 340 ₹12,790.80 |
| 1.00 | OD483386/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade | 2.48 | cum | 858.35 ₹2,131.28 | 940 ₹2,334.02 |
| 1.00 | OD483385/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings andtechnical specifications clause 802,803,1202&1203
I P.C.C grade M10
(i) Nominal mix 1:3:6 | 1.98 | cum | 7,226.58 ₹14,308.63 | 7,950 ₹15,741 |
| 1.00 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | 18.56 | cum | 7,768.51 ₹1.4 L | 8,540 ₹1.6 L |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 3.49 | cum | 8,731.24 ₹30,445.83 | 9,605 ₹33,492.64 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.72 | tonne | 83,858.46 ₹60,042.66 | 92,250 ₹66,051 |
| 1.01 | 75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification
(i) Nominal mix (1:2:4) | 0.33 | cum | 7,670.31 ₹2,531.20 | 8,430 ₹2,781.90 |
| 1.01 | 2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry | 6.4 | cum | 401.15 ₹2,567.36 | 440 ₹2,816 |
Tender Value
₹3.7 L
EMD Value
₹9,314
Closing Date
6 Mar 2026, 3:00 pmClosed
O/O Assistant Engineer LID EW Section Kuzhimanna
O/O Assistant Engineer LID EW Section Kuzhimanna
Construction of Kalathingal Pengattipadam road drainage cum culvert
2026_LSGD_841255_18
T4/AE/LID EW/KMNA/25-26
Open Tender
Civil Works - Roads
Kuzhimanna
Please refer Tender Documents
7 documents required · 7 mandatory
₹825
Yes
₹9,314
Yes
25 May 2026
27 Feb 2026
7 Mar 2026
27 Feb 2026
6 Mar 2026
27 Feb 2026
Lined Dranage and Cross Drainage
3.2:Preparation of Foundation for Embankment <br> Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means <br> Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD483389/2025-2026: (OD 2.8.1) 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. All kinds of soil
OD483386/2025-2026:Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by ramming, etc complete for improving the CBR value of subgrade
OD483385/2025-2026:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings andtechnical specifications clause 802,803,1202&1203 I P.C.C grade M10 (i) Nominal mix 1:3:6
12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202.<br> Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.<br> (D) Dry Rubble Masonry
OD502488/2025-2026:Od 2.8.1 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. All kinds of soil
OD502486/2025-2026:[OD From DAR 60.7.1] - 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
OD502485/2025-2026: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
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203<br> IV. R.C.C grade M 20
OD502500/2025-2026: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 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) (modified 75.8.1 without shuttering)
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