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Tender Value
₹5.0 L
EMD Value
₹49,926
Closing Date
5 Jun 2026, 3:00 pmDue today
C.E.3
Zone 3
imp. C.C. Nali With Sarvices lane from Juhi Peli Colony Block No 7/2 and Block No 8/2 Peeli conlony in ward 84 Zone 3
2026_NNKAN_1145747_2
690/A.A.3/25-26
Open Tender
Civil Works
imp. C.C. Nali With Sarvices lane from Juhi Peli
Please refer Tender documents.
2 documents required · 2 mandatory
₹590
₹49,926
27 May 2026
27 May 2026
5 Jun 2026
27 May 2026
5 Jun 2026
27 May 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 | Desliting/cleaning of open service lane under foul position and liquid mud etc all comp. | - | Cum | 200 | - |
| 2 | Earth Work in excavation in trenches for foundation pipe cable etc all comp | - | Cum | 170 | - |
| 3 | Earth Work in Cutting in Ordinary soil lead 30 mt & lift 1.5 mtincl lab T&P etc all comp | 1 | Cum | 115 | ₹114.89 |
| 4 | Class-150 birck work in 1:4 cement & coarse sand mortar in foundation and plinth including supply of all materials etc all comp | - | Cum | 6,600 | - |
| 5 | Providing and laying in position cement concrete of specified grade exing the cost of centering and shuttering 1:6:12 (1 cement:6 coars sand:12 graded brick etc all comp. | 1 | Cum | 4,380 | ₹4,375.62 |
| 6 | 12 mm thick plaster in single coat on fair side of single or half brick wall for interior plastering up to floor two level including etc all comp. | - | Cum | 257 | - |
| 7 | centering and shuttering inculding strutting propping etc all comp. | - | Sqm | 390 | - |
| 8 | R.C.C. Slab Work in open foundation 1:1.5:3 With cement C-sand & 20 mm stone grit ballast including shuttering mat lab etc all comp | - | Cum | 8,600 | - |
| 9 | M.S or tor steel (12-16) mm dia iron work in renforcement cutting Bending and binding including etc all comp. | - | qtl | 7,200 | - |
| 10 | Providing and laying in cement concrete 4:2:1 of not less than strength of m 150 ( stone ballast 4(20 mm normal size) etc all comp | - | Cum | 6,750 | - |
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BOQ_2162795.xls
BOQ • 0.24 MB
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