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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAccepted-AOC 673645 | MALAPPURAM | KERALA | 673645 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical KONDOTTY PO KONDOTTY PIN 673638 | KONDOTTY | KONDOTTY | KERALA | 673638 | - | Rejected-Technical L2 |
| Sl No | Description | Qty | Unit | salim L1 | ABDUL JABBAR KP L2 |
|---|---|---|---|---|---|
| 1.00ROAD CONCRETE AND SIDE PROTECTION | |||||
| 1.00 | OD398270/2025-2026:OD from 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.
All classes of Soil | 23 | cum | 246 ₹5,658 Lowest | 250 ₹5,750 |
| 1.00 | OD398269/2025-2026:OD from 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 | 2.59 | cum | 344 ₹890.27 Lowest | 350 ₹905.8 |
| 1.00 | OD398519/2025-2026:Filling with earth availabe at site in TRENCHES, PLINTH, SIDES OF FOUNDATIONS etc.. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.50m as per direction of site Engineer in charge. | 25.59 | cum | 300 ₹7,676.4 Lowest | 310 ₹7,932.28 |
| 1.00 | OD398272/2025-2026:Filling with contractor's own earth (excluding rock)in open areas in layers not exceeding
20cm in depth consolidated layer by ramming and watering ,lead up to 50m and lift up to 1.5m
as per direction of site Engineer-in-charge. | 17.54 | cum | 150 ₹2,630.55 Lowest | 450 ₹7,891.65 |
| 1.00 | OD398273/2025-2026:Providing concrete for plain/reinforced concrete in road works laid to required slope and camber and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6-Modified from 11.4.1.1 | 2.59 | cum | 8,260 ₹21,376.88 Lowest | 8,300 ₹21,480.4 |
| 1.01 | 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 <br> For height upto 5 m <br> I. P.C.C grade M 15 <br> (i) Nominal mix (1:2.5:5) | 29.32 | cum | 8,546 ₹2,50,611.45 Lowest | 8,550 ₹2,50,728.75 |
| 1.01 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 0.29 | tonne | 92,000 ₹26,956 Lowest | 93,000 ₹27,249 |
| 1.01 | OD398310/2025-2026:PVC WEEP HOLES-Providing weep holes using 75mm dia PVC pipes working pressure
4kg/sq.cm.including cost of materials,conveyance,labour charges etc complete. | 16.1 | metre | 117 ₹1,883.7 Lowest | 120 ₹1,932 |
| 1.01 | OD398316/2025-2026: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 | 61.5 | sqm | 33 ₹2,029.5 Lowest | 35 ₹2,152.5 |
Tender Value
₹4.2 L
EMD Value
₹10,583
Closing Date
12 Jan 2026, 5:00 pmClosed
AE
ae vazhakkad
Annual Plan-VAZHAKKAD GP PRO 406/25-26-VALLANGOTTU PURAYI SC COLONY ROAD SIDE KETTU CONCRETE IN WARD 6-General Civil Work
2026_LSGD_825314_4
07/ETEN/AE/LIDEW/VKD/2025-26
Open Tender
Civil Works - Roads
Item Rate
LID EW VAZHAKKAD
Please refer Tender documents.
7 documents required · 7 mandatory
₹935
Yes
₹10,583
Yes
7 Jul 2026
5 Jan 2026
14 Jan 2026
5 Jan 2026
12 Jan 2026
5 Jan 2026
5 Jan 2026 - 12 Jan 2026
ROAD CONCRETE AND SIDE PROTECTION
OD398270/2025-2026:OD from 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. All classes of Soil
OD398269/2025-2026:OD from 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
OD398519/2025-2026:Filling with earth availabe at site in TRENCHES, PLINTH, SIDES OF FOUNDATIONS etc.. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift upto 1.50m as per direction of site Engineer in charge.
OD398272/2025-2026:Filling with contractor's own earth (excluding rock)in open areas in layers not exceeding 20cm in depth consolidated layer by ramming and watering ,lead up to 50m and lift up to 1.5m as per direction of site Engineer-in-charge.
OD398273/2025-2026:Providing concrete for plain/reinforced concrete in road works laid to required slope and camber and technical specifications Clause 802, 803, 1202 & 1203 <br> I. P.C.C grade M 10 <br> (i) Nominal mix 1:3:6-Modified from 11.4.1.1
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 <br> For height upto 5 m <br> I. 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
OD398310/2025-2026:PVC WEEP HOLES-Providing weep holes using 75mm dia PVC pipes working pressure 4kg/sq.cm.including cost of materials,conveyance,labour charges etc complete.
OD398316/2025-2026: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
OD398313/2025-2026: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
OD398319/2025-2026: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- ONE SIDE SHUTTERING (i) Nominal mix (1:2:4)
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