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Tender Value
₹4.6 L
EMD Value
₹9,231
Closing Date
10 Jun 2026, 11:00 am4d left
Er Sanjay Sahni
EEPH8 Chd
Maintenance of Various Road Gullies and construction of railings on various Road Gullies and other allied work at Chandigarh Armed Police Complex Dhanas, U.T. Chandigarh.
2026_CHD_92975_1
PH8/2026/2854167/37
Open Tender
Public Health Products
60 days
Chandigarh
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹9,231
3 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 2026
10 Jun 2026
3 Jun 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 |
|---|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. .2.8 | ||||||
| 1.01 | All kinds of soil. .2.8.1 | 20 | cum | 253.27 | ₹5,065.4 | NSR2 |
| 2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, for all depth, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : .2.10 | ||||||
| 2.01 | All kinds of soil. .2.10.1 | - | - | - | - | NSR4 |
| 2.02 | Pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
.2.10.1.2 | 20 | meter | 342.64 | ₹6,852.8 | NSR5 |
| 31:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) .4.1 | ||||||
| 3.01 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) .4.1.3 | 4 | cum | 7,665.78 | ₹30,663.12 | NSR7 |
| 3.02 | 1:5:10 (1 cement : 5 coarse sand (zone-III) derived from natural sources : 10 graded stone aggregate 40 mm nominal size derived from natural sources) .4.1.10 | 4 | cum | 6,342.6 | ₹25,370.4 | NSR8 |
| 4Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. .5.22 | ||||||
| 4.01 | Cold twisted bars .5.22.3 | 50 | Kg | 104.94 | ₹5,247 | NSR10 |
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