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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹4.4 LAccepted-AOC 113 DYNAMIC CENTRE ZONE I M P NAGAR BHOPAL | BHOPAL | MADHYA PRADESH | 462001 | ₹4.4 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹4.5 LRejected-Finance | ₹4.5 L | 2 | Rejected-Finance L-2 |
Tender Value
Refer Docs
EMD Value
₹11,053
Closing Date
26 May 2026, 6:00 pmClosed
Executive Enginee
Executive Engineer, Capital Project Division No. 2, P.H.E.D. Bhopal
Repairing of damaged manhole chamber i/c de silting and cleaning of manholes and sewer line constructed at Idgah Hills under Fatehgarh SPH, Bhopal
2026_PHED_506514_1
22/11.05.2026
Open Tender
Civil Works - Others
Percentage
30 days
bhopal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹11,053
9 Jul 2026
12 May 2026
28 May 2026
12 May 2026
26 May 2026
14 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 |
|---|---|---|---|---|---|
| 1Repairing of damaged manhole chamber i/c de silting and cleaning of manholes and sewer line constructed at Idgah Hills under Fatehgarh SPH, Bhopal | |||||
| 1.01 | Earth work in excavation by mechanical means 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed. Soft rock with or without blasting or bituminous pavement / cement concrete road.
(a) In ordinary or Soft rock with or without blasting or bituminous pavement / cement concrete road.
( PHE USOR wef. 01.09.2023 It. No. 15.6.3 P.No. 257 )
15x0.785x2.10x2.10x0.25 = 12.98 Cum | 12.98 | cum | 270 | ₹3,504.6 |
| 1.02 | 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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be leveled and neatly dressed.
All kind of soil
( PHE USOR wef. 01.09.2023 It. No. 15.6.1 P.No. 257 )
15x[(2.10x2.10x1.65)-(0.785x0.85²x1.65)}= 95.11 Cum | 95.11 | cum | 209 | ₹19,877.99 |
| 1.03 | Demolishing Brick work in lime or cement mortar in any mix including stacking of serviceable material and disposal of unserviceable material with in 50 meter lead as per direction of engineer-in-charge.
( In cement mortar )
( PHE USOR wef. 01.09.2023 It. No. 15.15 P.No. 258 )
15x0.785x[((1.60+1.20)/2)²-((1.20+0.80)/2)²]x0.60= 6.78 Cum | 6.78 | cum | 740 | ₹5,017.2 |
| 1.04 | Brick work with well burnt chimney bricks having crushing strength not less than 25 kg/cm² and water absorption not more than 20 % in foundation & plinth i/c curing etc. complete.
(ii) in cement mortar 1:4
( PHE USOR wef. 01.09.2023 It. No. 15.40.2 P.No. 262 15x0.785x[((1.60+1.20)/2)²-((1.20+0.80)/2)²]x1.00= 11.30 Cum | 11.3 | cum | 6,226 | ₹70,353.8 |
| 1.05 | Replacement of M.S. Foot rests in manhole including dismantling concrete block and fixing with 20x20x10 cm C.C. blocks of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size)
With 20mm square bar foot rest
( PHE USOR wef. 01.09.2023 It. No. 29.21.1 P.No. 376 ) | 45 | Nos | 309 | ₹13,905 |
| 1.06 | 12 mm thick cement plaster in single coat finished smooth and curing including cost of form work complete.
(i) in cement mortar 1:3
( PHE USOR wef. 01.09.2023 It. No. 15.46.2 P.No. 262 )
15x3.14x(1.60+1.20/2)x1.00= 65.94 Sqm
15x3.14x(1.20+0.80/2)x1.00= 47.1 Sqm Total 113.04 Sqm | 113.04 | Sqm | 190 | ₹21,477.6 |
| 1.07 | Providing & fixing of ISI marked pre cast reinforced cement concrete manhole cover including frame and transporting at site, cost of all material etc.
560 mm dia heavy duty.
( PHE USOR 1st Amendment wef. 01.09.2023 It. No. 29.25.5 P.No. 3) | 15 | Nos | 2,916 | ₹43,740 |
| 1.08 | Filling available excavated earth in trenches, lead up to 50m and lift up to 1.5m in all kind of soil excluding watering and ramming.
( PHE USOR wef. 01.09.2023 It. No. 15.12 P.No. 258 )
same qty as Item no 2 | - | Sqm | 31 | - |
| 1.09 | Providing and laying mechanically mixed cement concrete 20 mm nominal size graded crushed stone excluding cost of centering & shuttering.
(a) In plinth and foundation (ii) 1:2:4 (M-15)
( PHE USOR wef. 01.09.2023 It. No. 15.31.1.2 P.No. 260 )
For CC Road
15x{(1.60x1.60x0.25)-(0.785x0.85²x0.25)}= 7.47 Cum
For Coping
15x0.785x(1.20²-0.80²)x0.05=0.47 Total 7.94 Cum | 7.94 | cum | 5,363 | ₹42,582.22 |
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