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Tender Value
₹3.4 L
EMD Value
₹8,473
Closing Date
15 Sept 2026, 2:00 pmClosed
KARTHIK S
AE, LIDEW SECTION, RANNI ANGADI G P
RAGP/88 Renovation of Paima Road in Ward 11
2026_LSGD_867675_8
T1/RAGP/2026-27
Open Tender
Civil Works - Roads
Item Rate
180 days
RANNI ANGADI
Please refer Tender documents.
8 documents required · 8 mandatory
₹750
Yes
₹8,473
Yes
7 Sept 2026
7 Sept 2026
17 Sept 2026
7 Sept 2026
15 Sept 2026
7 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1RECONCRETE | |||||
| 1.001 | OD122837/2026-2027:OD258658/2023-2024 Providing concrete for plain/reinforced concrete in open foundations
complete as per drawings and technical specifications Clause 802,803,1202 &12031.P.C.C
grade M 10(i) Nominal mix 1:3:6 (modified 11.4.1.1 form work excluded) | 0.28 | cum | - | - |
| 1.002 | 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) | 17.55 | cum | - | - |
| 1.003 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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. | 120 | sqm | - | - |
| 1.004 | 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) | 18 | cum | - | - |
| 1.005 | OD141891/2026-2027: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 per direction of site Engineer-in-charge. | 2.4 | cum | - | - |
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details.html
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Tendernotice_1.pdf
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Tendernotice_2.pdf
PDF • 0.24 MB
Tendernotice_3.pdf
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88FOT.pdf
Tender Documents • 0.24 MB
88PA.pdf
Tender Documents • 0.25 MB
88AFF.pdf
Tender Documents • 0.23 MB
88SBD.pdf
Tender Documents • 1.89 MB
BOQ_1469442.xls
BOQ • 0.30 MB
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