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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.1 LAccepted-Finance | ₹2.1 L | L1 | Accepted-Finance L1 |
| 2 | L2₹2.1 LRejected-Finance | ₹2.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹2.1 LRejected-Finance N A | ₹2.1 L | L3 | Rejected-Finance L3 |
Tender Value
₹2.1 L
EMD Value
₹4,200
Closing Date
20 Jul 2026, 4:00 pmClosed
DDC-CUM-CEO, ZILA PARISHAD
OFFICE OF ZILA PARISHAD LOHARDAGA
CONSTRUCTION OF SOAK PIT AT VILL- BEDATOLI BHARGAON BLOCK- SENHA DIST- LOHARDAGA
2026_ZPLOH_115860_1
NIT 03/2026-27 (GROUP 08)ZP
Open Tender
Civil Works
Works
LOHARGAGA
Please refer Tender documents.
5 documents required · 5 mandatory
₹500
₹4,200
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) | - | CUM | 15.51 | - |
| 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 plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compacted volume). | - | CUM | 589.51 | - |
| 5 | 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. | 1 | SQM | 330.34 | ₹330.01 |
| 6 | Providing designation 75 A 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 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction of E/l. | 1 | CUM | 5,439.85 | ₹5,434.41 |
| 7 | Providing 250 mm thick brick jali work in C.M. (1:8) in superstructure with designation 75 A bricks and approved quality of clean coarse sand of F.M. 2 to 2.5] finished with deep ruled pointing in C.M. (1:3) with sand of F.M. 1.5 on entire surface including the cost of finishing, the holes, screening carriage of materials, scafolding, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per approved design, building specification and direction of E/l. | - | SQM | 1,309.28 | - |
| 8 | Providing 19 mm thick waterproof cement plaster (1:3) with clean coarse sand of F.M. 1.5 with 5% cico or any other approved waterproofing compound including screening, curing with all leads and lifts of water, scaffolding taxes, and royalty all complete as per building specification and direction of E/l. | - | SQM | 261.77 | - |
| 9 | Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/l. | - | SQM | 54.43 | - |
| 10 | 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 | - |
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