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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.0 LAccepted-Finance N A | ₹6.0 L | L1 | Accepted-Finance L1 |
| 2 | L2₹6.0 L+₹1,796.59 (0.30%)Rejected-Finance | ₹6.0 L+₹1,796.59 (0.30%) | L2 | Rejected-Finance L2 |
| 3 | L3₹6.0 L+₹4,790.90 (0.80%)Rejected-Finance N A | ₹6.0 L+₹4,790.90 (0.80%) | L3 | Rejected-Finance L3 |
Tender Value
₹6.0 L
EMD Value
₹12,000
Closing Date
20 Jul 2026, 4:00 pmClosed
DDC-CUM-CEO, ZILA PARISHAD
OFFICE OF ZILA PARISHAD LOHARDAGA
CONSTRUCTION OF COMMUNITY TOILET AT BAZAAR TAND VILL PESHRAR DIST LOHARDAGA
2026_ZPLOH_115854_1
NIT 03/2026-27 (GROUP 03)ZP
Open Tender
Civil Works
Works
90 days
LOHARGAGA
Please refer Tender documents.
5 documents required · 5 mandatory
₹1,250
₹12,000
27 Aug 2026
13 Jul 2026
21 Jul 2026
13 Jul 2026
20 Jul 2026
13 Jul 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 | 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. | - | CUM | 151.82 | - |
| 2 | Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) | 1 | CUM | 15.51 | ₹15.49 |
| 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). | 1 | CUM | 55.28 | ₹55.22 |
| 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). | - | CUM | 589.51 | - |
| 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). | - | CUM | 128.88 | - |
| 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. | - | CUM | 13.38 | - |
| 7 | 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 | 1 | SQM | 356.52 | ₹356.16 |
| 8 | Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and direction of E/I. | - | SQM | 330.34 | - |
| 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) | - | CUM | 4,125.41 | - |
| 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 | 5,218 | ₹5,212.78 |
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