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Tender Value
Refer Docs
EMD Value
₹7,580
Closing Date
24 Sept 2026, 6:00 pm2d left
Executive Enginee
Executive Engineer, Capital Project Division No. 2, P.H.E.D. Bhopal
Replacement of sewer line in place of broken sewer line and constructions of manholes at E-5, Arera Colony Sewer Network, Bhopal
2026_PHED_534564_1
81/09.09.2026
Open Tender
Civil Works - Others
Percentage
30 days
bhopal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹7,580
10 Sept 2026
10 Sept 2026
28 Sept 2026
10 Sept 2026
24 Sept 2026
12 Sept 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 |
|---|---|---|---|---|---|
| 1Replacement of sewer line in place of broken sewer line and constructions of manholes at E-5, Arera Colony Sewer Network, Bhopal | |||||
| 1.01 | Item 15.19 PHE SOR 01.09.2023 Page No. 259
Dismantling of Cement Concrete Pavement by mechanical means using pneumatic tools i.e. concrete cutter and concrete braker cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of
1000 metres, stacking serviceable and unserviceable materials separately. (use of cement concrete cutter before breaking the concrete road is mandatory for this item).
40X0.65X0.30 = 7.80
3X1.8X1.8X0.30 = 2.916 | 10.72 | Cum | 1,003 | ₹10,748.15 |
| 1.02 | Item 15.6.1 PHE SOR 01.09.2023 Page No. 257
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 of disposal of excavated earth ,lead upto 50 m and lift up to 1.5 m,disposed earth to be leaved and neatly dressed.all kind of soil.
40X0.65X1.35 = 35.10
3X1.8X1.8X1.35 = 13.12 | 48.22 | Cum | 209 | ₹10,077.98 |
| 1.03 | Item 15.6.3.a PHE SOR 2023 Page No. 257
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 of disposal of excavate dearth ,lead upto 50 m and lift upto 1.5 m,disposed earth to be leaved and neatly dressed.soft rock with or without blasting or bituminous pavement / cement concrete road. (A) IN ordinary or soft rock with or withot blasting or bituminous pavement/cement concrete road .
3X0.785X(1.8)²X0.30= 2.289 | 2.29 | Cum | 270 | ₹618.03 |
| 1.04 | Item 29.18.5 PHE SOR 2023 Page No. 376
Dismantling of manhole including R.C.C./C.C. top slab, CI / pre cast RCC cover with frame including stacking of useful materials near the site and disposal of unserviceable materials into municipal dumps within 50 m lead. Extra for depth of manholes dismantling Manhole 1.20 m dia circular, and upto 1.65 m deep. | 5 | Nos. | 2,193 | ₹10,965 |
| 1.05 | Item 29.22 PHE SOR 2023 Page No. 376
Pumping out to remove the sewers blockages by using suitable pump sets operated by generators, whole assembly mounted on two/four wheels trailer /pickup van. Including diesel & labour charges etc. | 4 | Per Hour | 264 | ₹1,056 |
| 1.06 | Item 15.30.1.3 PHE SOR 01.09.2023 Page No. 260
Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate). In foundation and plinth 1:3:6 (M-10)
40X0.65X0.15= 3.90 | 3.9 | Cum | 4,525 | ₹17,647.5 |
| 1.07 | Item 27.1.5 PHE SOR 01.09.2023 Page No. 344
Providing, laying and jointing following P.V.C.- U pipes with solvent cement joint for Non-pressure gravity drain and sewer applications including testing of joints, cost of jointing materials etc. complete in all respect. [Conform to IS 15328:2003, solvent cement shall conform to IS 14182]. 250 mm dia | 40 | Per Mtr | 2,057 | ₹82,280 |
| 1.08 | Item 15.31.1.3 PHE SOR 01.09.2023 Page No. 260
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation 1:1½:3 (M-20)
40X1/2X0.25X0.40= 2.00 | 2 | Cum | 5,961 | ₹11,922 |
| 1.09 | Item 29.12.1 PHE SOR 01.09.2023 Page No. 374
Constructing Brick Masonry Circular Man Hole 1200 mm internal dia at bottom & 560 mm dia at top in cement Mortar 1:4 (1 cement: 4 fine sand), inside Cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement, foundation concrete 20 cm thick in 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size ) 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 etc. all complete For one manhole upto 1650 mm deep with fixing of 560 mm dia ISI marked reinforcement cement concrete cover & frame heavy duty including transportation etc. in cement concrete 1:2:4 all complete. (Excavation, foot rests & cement plaster at the. | 8 | Nos. | 17,593 | ₹1,40,744 |
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