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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Finance | -16.60% | ₹3.6 L | L1 | Admitted-Finance |
| 2 | L2₹3.7 L+₹2,143.50 (0.59%)Admitted-Finance | -16.11% | ₹3.7 L+₹2,143.50 (0.59%) | L2 | Admitted-Finance |
| 3 | L3₹4.8 L+₹1.1 L (31.2%)Admitted-Finance | +9.45% | ₹4.8 L+₹1.1 L (31.2%) | L3 | Admitted-Finance |
| 4 | L4₹4.8 L+₹1.2 L (31.9%)Admitted-Finance | +10.00% | ₹4.8 L+₹1.2 L (31.9%) | L4 | Admitted-Finance |
| 5 | L5₹5.4 L+₹1.7 L (48.0%)Admitted-Finance | +23.40% | ₹5.4 L+₹1.7 L (48.0%) | L5 | Admitted-Finance |
Tender Value
Refer Docs
EMD Value
₹1.9 L
Closing Date
17 Aug 2026, 3:00 pmClosed
CHIEF MANAGER PURCHASE
PATNA BIHAR
STANDING ORDER FOR CARRYING OUT BALANCE FOUNDATION AND MISCELLANEOUS CIVIL WORKS AT HBL INTEGRATED SUGAR PLANT AT LAURIYA, WEST CHAMPARAN, BIHAR
2026_HPCLB_286236_1
HBL/TEN/26-27/164
Limited
Civil Works
Works
120 days
LAURIYA WEST CHAMPARAN BIHAR
AS PER ATTACHED TENDER DOCUMENT
2 documents required · 2 mandatory
₹0
₹1.9 L
3 Sept 2026
31 Jul 2026
18 Aug 2026
31 Jul 2026
17 Aug 2026
31 Jul 2026
31 Jul 2026 - 16 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 |
|---|---|---|---|---|---|
| 0.0 | Earthwork excavation for foundations, pits, plinth beams, etc. | - | - | - | - |
| 1.01 | Earthwork excavation for foundations, pits, plinth beams, etc. up to 2.10 m depth below existing ground level in all types of soil excluding hard rock, including dressing and leveling of sides and bottom, dewatering/bailing out of water if encountered, providing necessary shoring and strutting, and disposal of surplus excavated earth within or outside HBL premises to an approved / unobjectionable location as directed by the Engineer-in-Charge, including spreading, watering, leveling and compaction complete in all respects.
The rate shall include all labour, tools & tackles, equipment, lead, lift, royalties and incidental charges complete. | - | Cum | 180 | - |
| 1.02 | Earthwork excavation for foundations, pits, plinth beams, etc. below 2.10 m up to 3.50 m depth existing ground level in all types of soil excluding hard rock, including dressing and leveling of sides and bottom, dewatering/bailing out of water if encountered, providing necessary shoring and strutting, and disposal of surplus excavated earth within or outside HBL premises to an approved/unobjectionable location as directed by the Engineer-in-Charge, including spreading, watering, leveling and compaction complete in all respects.
The rate shall include all labour, tools & tackles, equipment, lead, lift, royalties and incidental charges complete. | - | Cum | 240 | - |
| 0.0 | Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers
not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | - | - | - | - |
| 2.01 | Pipes, cables etc, not exceeding 80 mm dia | - | M | 216 | - |
| 2.02 | Pipes, cables etc. exceeding 80 mm dia up to 300 mm dia | - | M | 352 | - |
| 2.03 | Pipes, cables etc. exceeding 300 mm dia up to 600 mm | - | M | 549 | - |
| 0.0 | Backfilling around foundations, trenches, plinth beams, pits, etc | - | - | - | - |
| 3.01 | Backfilling around foundations, trenches, plinth beams, pits, etc. with approved excavated earth in layers not exceeding 200 mm compacted thickness, including breaking clods, watering, ramming and compacting to required density complete as directed by the Engineer-in-Charge.
The rate shall include all labour, tools & tackles, equipment and incidental charges complete.
Measurement for payment shall be based on compacted volume. | - | Cum | 225 | - |
| 3.02 | Supply and filling of approved local river sand in plinth, foundations, under footings, around foundations, trenches, etc. in layers not exceeding 200 mm compacted thickness, including conveying, spreading, watering, ramming, compacting, consolidating and dressing to required levels, grades and densities complete as per specifications and as directed by the Engineer-in-Charge.
The rate shall include cost of sand, loading, unloading, transportation, royalty, all leads and lifts, labour, tools & tackles, equipment and all incidental charges complete.
Measurement for payment shall be based on compacted volume. | - | Cum | 2,124 | - |
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