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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹66.1 LAccepted-Finance ESD NO II UHL STAGE III BVPCL CHULLAH | LANGNA | MANDYA | KARNATAKA | 571401 | ₹66.1 L | 1 | Accepted-Finance Accept |
| 2 | 2₹70.3 L+₹4.2 L (6.34%)Rejected-Finance HIMACHAL PRADESH HP | ₹70.3 L+₹4.2 L (6.34%) | 2 | Rejected-Finance Reject |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹72.7 L
EMD Value
₹1.5 L
Closing Date
30 Mar 2026, 4:00 pmClosed
EE Kaza
EE Kaza
Providng Laying Kota Sone flooring RCC Underground water Tank 20000 litters Construction for waiting shed for players, construction of toilet block (male and female) with changing rooms WS SI Septic tank and Soak pit etc
2026_PWD_132218_1
KAZA
Open Tender
Civil Works
Percentage
kaza
Please refer Tender documents.
4 documents required · 4 mandatory
₹2,000
Yes
₹1.5 L
Yes
4 Aug 2026
23 Mar 2026
31 Mar 2026
23 Mar 2026
30 Mar 2026
23 Mar 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 |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (within all lead and lift including dressing of sides and ramming of bottoms, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. upto 1.5 m height in 50% soil and 50% ordinary rock as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges. | |||||
| 2Excavation work by mechanical means(Hydraulic excavator)/ manual means infoundation trenches or drains (not exceeding 1.5m in width or 10 Per Square Meter on plan),including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soils as directed, within a lead of 50 m. as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges. | |||||
| 3Excavation tranch of required width of pipes cables etc. as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges. Pipes, cables etc, not exceeding 80 mm dia. | |||||
| 4Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations 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. Excavation tranch of required width of pipes cables etc. as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges. | |||||
| 5Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. Excavation tranch of required width of pipes cables etc. as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges. | |||||
| 6Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all completeExcavation tranch of required width of pipes cables etc. as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges. | |||||
| 7Supplying and filing crushed stone aggregate in soak pit of following sizes including carriage of materials within all leads and lift as per HP.PWD. Specification 1990 (One thousand Nine hundred Ninety) Volume-1 (One), including carriage of all labour equipment and material to various locations through all modes of transportation in all leads and lifts and all incidental charges. | |||||
| 7.01 | 90 mm to 45 mm size stone aggregate | - | Per Cubic Meter | - | - |
| 7.02 | 53 mm to 22.4 mm size stone aggregate | - | Per Cubic Meter | - | - |
| 7.03 | Stone screening 13.2 mm nominal size
(Type A) | - | Per Cubic Meter | - | - |
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