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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹98.9 LAccepted-AOC | ₹98.9 L | L-1 | Accepted-AOC L-1 |
| 2 | L-2₹99.7 LRejected-AOC BISHRAMPUR DISTRICT PALAMU | PALAMU | JHARKHAND | 822101 | ₹99.7 L | L-2 | Rejected-AOC L-2 |
Tender Value
₹99.9 L
EMD Value
₹2.0 L
Closing Date
4 Apr 2026, 5:00 pmClosed
District Engineer Zila Parishad Palamu
Office Zila Parishad Palamu
Construction of Panchayat Bhawan KOSHIYARA, GP KOSHIYARA Block CHAINPUR, District PALAMU under Zila Parishad, Palamu.
2026_ZPPAL_111837_1
NIT-27/2025-26 Gr 04
Open Tender
Civil Works
360 days
PALAMU
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹2.0 L
12 May 2026
20 Mar 2026
6 Apr 2026
20 Mar 2026
4 Apr 2026
20 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Eartwork in excavation in foundation trenches in hard soil (vide classification of soil item-A) and disposal of excavation earth as obtained to a distace up to 50m including all lifts levlling ramming the foundation trenches removing roots trees surbs all complete as per approved designed Building specification and direction of E/I | - | M3 | 151.82 | - | BI01010001010000000000000515BI0100001113 |
| 2 | filling in Foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed , fully fully compacted and fine dressed with earth obtained from excavation of foiundation trenches within a lead of 50M and lifts of 1.5m all complete as per building specification and direction of E/I. | - | M3 | 55.28 | - | BI01010001010000000000000515BI0100001114 |
| 3 | filling in Foundation trenches and plinth in layers not exceeding 150mm thick well watered , rammed , fully fully compacted and fine dressed with earth obtained from excavation of foiundation trenches within a lead of 50M and lifts of 1.5m all complete as per building specification and direction of E/I. | - | M3 | 128.88 | - | BI01010001010000000000000515BI0100001115 |
| 4 | Proving coarse clean sand in fillig in foundation trenches or in plinth includding ramming and watering in layes not exceeding 150mm thickwith all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per approved designed Building specification and direction of E/I ( mode of Measurement of compacted volume). | - | M3 | 589.51 | - | BI01010001010000000000000515BI0100001116 |
| 5 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | - | M2 | 356.52 | - | BI01010001010000000000000515BI0100001117 |
| 6Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - all work upto plinth level | ||||||
| 7 | 1:3:6 (1 cement :3 Coarse sand ( zone-III ) :6 grade stone aggregate 20mm nominal size ) | - | M3 | 4,125.41 | - | BI01010001010000000000000515BI0100001119 |
| 8 | Providing designation 75A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening materials, raking out joints to 15 mm depth curing, taxes and royalty all complete as per building specication and direction of E/I. | - | M3 | 5,439.85 | - | BI01010001010000000000000515BI0100001120 |
| 9 | Providing designation 100A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M (1:6) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints , cost of screening materials, racking out joints to 15mm depth, curing taxes and royalty all complete as per specification and direction of E/I | - | M3 | 4,509.16 | - | BI01010001010000000000000515BI0100001121 |
| 10Providing 112mm thick reinforced designation 100A brick work with fly ash lime brick (FLAG) confirming to IS 12894-1990 (9"x4.5"x3") in C.M (1:4) in superstructure with approved quality of clean coarse sand of F.M 2 to 2.5 including providing 10mm thick mortar joints , cost of screening materials, racking out joints to 15mm depth, curing taxes and royalty all complete as per specification and direction of E/I | ||||||
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