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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.0 LAccepted-AOC | L1 | Accepted-AOC . | |
| 2 | L2₹4.3 L+₹30,269.56 (7.65%)Rejected-Finance | L2 | Rejected-Finance . |
| Sl No | Description | Qty | Unit | Aneesh T P L1 | PG enterprises L2 |
|---|---|---|---|---|---|
| 1.00road side concrete retaining wall | |||||
| 1.00 | OD439785/2025-2026:(OD from DAR 2.6.1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed. | 51.32 | cum | 209.54 ₹10,753.38 Lowest | 225.57 ₹11,576.03 |
| 1.00 | OD439786/2025-2026: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 | 1.89 | cum | 6,757.53 ₹12,778.49 Lowest | 7,274.35 ₹13,755.8 |
| 1.00 | 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) | 40.75 | cum | 6,868.07 ₹2,79,901.32 Lowest | 7,393.35 ₹3,01,308.59 |
| 1.00 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.75 | tonne | 78,415.5 ₹58,733.21 Lowest | 84,412.79 ₹63,225.18 |
| 1.00 | OD450567/2025-2026:[OD From Mord 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material | 0.74 | cum | 2,579.67 ₹1,916.69 Lowest | 2,776.97 ₹2,063.29 |
| 1.01 | OD450568/2025-2026:(OD from Mord 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) | 1.24 | cum | 7,179.63 ₹8,888.38 Lowest | 7,728.73 ₹9,568.17 |
| 2.00hand rail for road side | |||||
| 2.00 | 10.26.2:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.E.R.W. tubes | 130.49 | kg | 147.25 ₹19,213.92 Lowest | 158.51 ₹20,683.18 |
| 2.00 | 13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work | 10.35 | sqm | 128.72 ₹1,332.25 Lowest | 138.56 ₹1,434.1 |
Tender Value
₹4.7 L
EMD Value
₹11,641
Closing Date
9 Mar 2026, 10:00 amClosed
The Assistant Engineer, LSGD Section , wandoor GP
The Assistant Engineer, LSGD Section , wandoor GP
Annual Plan-2025-26 Wandoor GP Project No 579/26-Thachunni kothakunnu road side protection work in ward 16-General Civil Work
2026_LSGD_832202_25
ETN/13/AE/LSGD/WDR/25-26
Open Tender
Civil Works - Roads
Item Rate
345 days
Wandoor GP
Please refer Tender documents.
10 documents required · 10 mandatory
₹1,030
Yes
₹11,641
Yes
22 May 2026
2 Mar 2026
10 Mar 2026
2 Mar 2026
9 Mar 2026
2 Mar 2026
road side concrete retaining wall
OD439785/2025-2026:(OD from DAR 2.6.1) Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.
OD439786/2025-2026: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
OD450567/2025-2026:[OD From Mord 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 plate vibrator to achieve the desired density, complete as per Technical Specification Clause 401. <br> (i) For Grading I Material
OD450568/2025-2026:(OD from Mord 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)
hand rail for road side
10.26.2:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.E.R.W. tubes
13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
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