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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-AOC BHUMSA TOLI CHUTIA RANCHI | RANCHI | RANCHI | JHARKHAND | 834001 | ₹2.4 Cr | L1 | Accepted-AOC l1 |
| 2 | L2₹2.4 CrRejected-Finance KIKKO LOHARDAGA | LOHARDAGA | LOHARDAGA | JHARKHAND | ₹2.4 Cr | L2 | Rejected-Finance L2 |
| 3 | Rejected-Technical TATI LUHU LOHARDAGA | LOHARDAGA | LOHARDAGA | JHARKHAND | - | - | Rejected-Technical character exp and turnover not as per NIT |
| 4 | Rejected-Technical | - | - | Rejected-Technical exp not as per NIT |
Tender Value
₹2.4 Cr
EMD Value
₹5.0 L
Closing Date
15 Apr 2026, 2:00 pmClosed
DISTRICT ENGINEER ZILA PARISHAD LOHARDAGA
OFFICE OF ZILA PARISHAD LOHARDAGA
CONSTRUCTION OF 50 BEDDED HOSTEL BUILDING AT RESIDENTIAL UPGRADED HIGH SCHOOL, TUMYUPAT, PESHRAR, LOHARDAGA
2026_ZPLOH_112275_1
NIT 01/2026-27 (GROUP 01) DE
Open Tender
Civil Works
365 days
PESHRAR LOHARDAGA
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
₹5.0 L
2 May 2026
6 Apr 2026
16 Apr 2026
6 Apr 2026
15 Apr 2026
6 Apr 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 | Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification and direction of E/I. | 0.8 | cu.m | - | - | BI01010001010000000000000515BI0100001115 |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 0.4 | cu.m | - | - | BI01010001010000000000000515BI0100001117 |
| 3 | Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compacted volume). | 0.8 | cu.m | - | - | BI01010001010000000000000515BI0100001119 |
| 4 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including' cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/l (Mode of measurement complacted volume). | 1 | cu.m | - | - | BI01010001010000000000000515BI0100001121 |
| 5 | Earth filling in foundation trenches and plinth in layers not exceeding 150 mm. thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 M. and lift of 1.5 M all complete as per building specification and direction of E/l (Mode of measurement compacted volume). | 0.8 | cu.m | - | - | BI01010001010000000000000515BI0100001123 |
| 6 | Extra for each subsequent lead upto 25 M beyond the initial lead of 50 M (Maximum upto 150M lead by head load) as per specification and direction of E/l. | 0.8 | cu.m | - | - | BI01010001010000000000000515BI0100001125 |
| 7 | Providing designation 75 A 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/l. | 0.4 | sq.m | - | - | BI01010001010000000000000515BI0100001127 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 1 | cu.m | - | - | BI01010001010000000000000515BI0100001129 |
| 9 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand (zone-|||):6 graded stone aggregate 20 mm nominal size) (PCC OF BASE) | - | cu.m | - | - | BI01010001010000000000000515BI0100001133 |
| 10 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size) | 1 | CUM | - | - | BI01010001010000000000000515BI0100001135 |
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