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| Sl No | Description | Qty | Unit | Rafeek KM L1 | Shibi.E L2 |
|---|---|---|---|---|---|
| 1.00Side protection and concreting | |||||
| 1.00 | 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 | 21.6 | cum | 866.73 ₹18,721.37 Lowest | 868 ₹18,748.8 |
| 1.00 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | 58.5 | cum | 6,301.77 ₹3,68,653.55 Lowest | 6,305 ₹3,68,842.5 |
| 1.00 | OD467223/2025-2026:Providing concrete for plain concrete in TOP Belt concrete in DR Retaining Walls complete as
per drawings and direction of Engineer-in-Charge. P.C.C grade M 10, Nominal mix 1:3:6 | 3.38 | cum | 7,951.53 ₹26,836.41 Lowest | 7,952 ₹26,838 |
| 1.00 | OD467172/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | 48.6 | cum | 427.3 ₹20,766.78 Lowest | 430 ₹20,898 |
| 1.00 | OD467194/2025-2026: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 | 228 | sqm | 33.81 ₹7,708.68 Lowest | 35 ₹7,980 |
| 1.01 | OD467220/2025-2026:Filling with Quarry Muck
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 | 26.4 | cum | 931.64 ₹24,595.3 Lowest | 936 ₹24,710.4 |
| 1.01 | 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) | 39.6 | cum | 8,801.19 ₹3,48,527.12 Lowest | 8,805 ₹3,48,678 |
| 1.01 | OD467242/2025-2026:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe
50mm fixing to ground using concrete M15of size 300x300x450mm | 1 | 1 nos | 3,000.6 ₹3,000.6 Lowest | 3,001 ₹3,001 |
Tender Value
₹8.3 L
EMD Value
₹20,761
Closing Date
5 Mar 2026, 4:00 pmClosed
ASSISTANT ENGINEER
ASSISTANT ENGINEER, LIDEW SECTION VENGAPALLI SECTION
Marankunnu Nakkakkuni kattunaika colony footpath side protection and concrete (ST Corpus fund)
2026_LSGD_840126_1
AE/LIDEW/VGPY/07/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
VENGAPALLI GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,835
Yes
₹20,761
Yes
17 Jul 2026
25 Feb 2026
6 Mar 2026
25 Feb 2026
5 Mar 2026
25 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Side protection and concreting | |||||
| 1.001 | 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 | - | cum | - | - |
| 1.002 | 75.7.1:DRY RUBBLE MASONRY with hard stone, including Through/Bond stone in foundation and superstructure including packing to compactness to lines and levels, cost and conveyance of all materials labour charges etc. complete as per approved drawing and relevant technical specifications. | - | cum | - | - |
| 1.003 | OD467223/2025-2026:Providing concrete for plain concrete in TOP Belt concrete in DR Retaining Walls complete as
per drawings and direction of Engineer-in-Charge. P.C.C grade M 10, Nominal mix 1:3:6 | - | cum | - | - |
| 1.004 | OD467172/2025-2026:Filling with contractor own earth (excluding rock) in open areas in layers not exceeding 20 cm
in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift
up to 1.5 m as per direction of site Engineer-in-charge. | - | cum | - | - |
| 1.005 | OD467194/2025-2026: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 | - | sqm | - | - |
| 1.006 | OD467220/2025-2026:Filling with Quarry Muck
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 | 1 | cum | - | - |
| 1.007 | 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) | - | cum | - | - |
| 1.008 | OD467242/2025-2026:Providing and fixing name board of size600mm x450mm using MS sheet 2mm thick,GI pipe
50mm fixing to ground using concrete M15of size 300x300x450mm | - | 1 nos | - | - |
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