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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Fee/PreQual/Technical/Finance | +4.95% | ₹1.6 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹1.6 Cr+₹1.5 L (0.91%)Admitted-Fee/PreQual/Technical/Finance NO 375 CHELUVAMBA AGRAHARA K R MOHALLA MYSORE 570024 | MYSORE | MYSORE | KARNATAKA | 570024 | +5.90% | ₹1.6 Cr+₹1.5 L (0.91%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹1.6 Cr+₹3.9 L (2.43%)Admitted-Fee/PreQual/Technical/Finance NO 7 2 2ND FLOOR 2ND CROSS ROAD PALACE CROSS ROAD CHAKRAVARTHY LAYOUT BENGALURU 560 020 | BENGALURU | BENGALURU | KARNATAKA | 560020 | +7.50% | ₹1.6 Cr+₹3.9 L (2.43%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
Tender Value
₹1.5 Cr
EMD Value
₹3.0 L
Closing Date
26 Aug 2026, 11:00 amClosed
GM(C)
RITES Ltd., 5th Floor, Industry House, #45, Fairfield Layout, Race Course Road, Bengaluru 560001
As per Tender
2026_RITES_286737_1
RITES/SRPO/PU/BLR/OT/11/2026
Open Tender
Civil Works
Percentage
450 days
Bengaluru
Please refer Tender documents.
5 documents required · 5 mandatory
₹8,260
RITES Ltd
₹3.0 L
27 Aug 2026
6 Aug 2026
27 Aug 2026
6 Aug 2026
26 Aug 2026
14 Aug 2026
7 Aug 2026 - 18 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Schedule 1 - Part A - KPWD SR 2024-25 Items - Civil | - | - | - | - |
| 2 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge.
Nominal concrete 1:3:6 or richer mix (i.e equivalent design mix) | 3.11 | Cum | 1,059.87 | ₹3,296.2 |
| 3 | Demolishing cement concrete manually/ by mechanical means including disposal of material to the appropriate disposal area as per direction of Engineer-in-charge. | 46.9 | Cum | 1,712.89 | ₹80,334.54 |
| 4 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to the appropriate disposal area as per direction of Engineer-in-charge.
In cement mortar | - | - | - | - |
| 5 | Ground Floor | 26.1 | Cum | 1,059.87 | ₹27,662.61 |
| 6 | Earth work in surface excavation by mechanical means for lowering & leveling the ground for all works other than foundation in all kinds of soils & upto depth not exceeding 300mm as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, removal of stumps and other deleterious matter including dressing of excavated surfaces,disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenances required to complete the work | 42.91 | Cum | 97.85 | ₹4,198.74 |
| 7 | Earth work excavation for Foundation by mechanical means for all works & depth upto 3 m, as per drawing and technical specifications, including setting out, shoring, strutting, barricading, caution lights, including dressing of excavated surfaces, disposing off or levelling the excavated earth or sorting & stacking the selected earth for reuse in a radius of 50 m and lift upto 1.5 m including cost of labour, tools, usage of machinery & other appurtenaces required to complete the work | - | - | - | - |
| 8 | In all kinds of soils Depth upto 3 m-( Consider 100% of total excavation) | 219.84 | Cum | 105.06 | ₹23,096.39 |
| 9 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations and other similar works etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m | 311 | Cum | 273.98 | ₹85,207.78 |
| 10 | Providing and injecting chemical emulsion for Pre-constructional Anti-Termite Treatment, creating continuous chemical barrier under and around the column pits, walls, trenches, basement excavation, top surface of the plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, over the top surface of consolidated earth on which apron is to be laid, surrounding of pipes and conduits with Chlorpyriphos 20% E.C. / Lindane 20% E.C. @ 3.19 l/m2 including cost of chemical, diluting in water to one percent concentration, labour, usage charges of machinery, complete as per specifications. | 286.08 | Sqm | 121.54 | ₹34,770.16 |
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