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Tender Value
₹2.0 L
EMD Value
₹4,000
Closing Date
21 Jul 2026, 4:00 pm
Executive Eng. II
Construction office,P.U. Campus
Providing and Laying Rain water RCC Pipe Line in Boys Hostel No.6 , Panjab University Campus, Sector-14, Chandigarh.
2026_PU_93713_1
6881/EE/Mtc.
Open Tender
Miscellaneous Works
120 days
Panjab University Campus, Sector-14
Please refer Tender documents.
2 documents required · 2 mandatory
₹0
₹4,000
1 Jul 2026
1 Jul 2026
22 Jul 2026
1 Jul 2026
21 Jul 2026
1 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 |
|---|---|---|---|---|---|
| 1Public Health Work | |||||
| 1.01 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. (Ref:-2.6.1) | 16.81 | Cum | 177 | ₹2,975.37 |
| 2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, 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 : | |||||
| 2.01 | All kinds of soil (Ref:-2.10.1.2) | 70.1 | Rmt | 366 | ₹25,656.6 |
| 3 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete: (Ref:-19.6.3) | 70.1 | Rmt | 825 | ₹57,832.5 |
| 4Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand) R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand 8 graded stone aggregate 40mm nominal size) inside plastering 12mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand 4 graded stone aggregate 20mm nominal size) finished with a floating coat of neat cement complete as per standard design: | |||||
| 4.01 | nside size 120x90 cm and 90 cm deep including C.I. cover with frame (medium duty) 500 mm internal diameter, total weight of cover and frame to be not less than 116 kg (weight of cover 58 kg and weight of frame 58 kg) : | - | - | - | - |
| 4.02 | With common burnt clay F.P.S.(non modular) bricks of class designation 7.5 (Ref:-19.7.2.1) | 3 | Nos | 24,707 | ₹74,121 |
| 5Extra for Depth for manholes | |||||
| 5.01 | Size 120x90 cm | - | - | - | - |
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