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Tender Value
₹8.0 L
EMD Value
₹16,042
Closing Date
19 Jun 2026, 6:00 pm
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 at Section 8 under Sub div. 5, PHED, Bhopal
2026_PHED_512715_1
49/04.06.2026
Open Tender
Civil Works - Others
30 days
bhopal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹16,042
5 Jun 2026
5 Jun 2026
22 Jun 2026
5 Jun 2026
19 Jun 2026
8 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 |
|---|---|---|---|---|---|
| 1Repairing of damaged manhole chamber i/c de silting and cleaning of manholes and sewer line at Section 8 under Sub div. 5, PHED, Bhopal | |||||
| 1.01 | Earth work in excavation for foundation, trenches for pipes/ cables, drains or in well excavation etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m.Disposed earth to be levelled and neatly dressed. Ordinary rock or soft rock with or without blasting
( It. No. 15.6.3 P.No. 257 )
14x1.60x1.60x0.25 = 8.96,
6x2.10x2.10x0.25 = 6.615 cum, Total =15.575 | 15.58 | cum | 270 | ₹4,206.6 |
| 1.02 | Earth work in excavation for foundation, trenches for pipes/ cables, drains or in well excavation etc. by mechanical means/ manual means (exceeding 30cm in depth.) including ramming of bottom, dressing of sides disposal of excavated earth including of all lift and lead upto 50m. Disposed
earth to be levelled and neatly dressed. All kinds of soil.
( It. No. 15.6.1 P.No. 257 )
14x{(1.60x1.60x0.60)-(0.785x0.85²x0.60)}=16.744
6x{(2.10x2.10x2.50)-(0.785x1.65²x2.20)}=37.944 Total = 54.688 | 54.69 | cum | 209 | ₹11,429.79 |
| 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 )
14x0.785x[((1.60+1.10)/2)²-((1.20+0.70)/2)²]x0.60=6.066 | 1 | cum | 740 | ₹739.26 |
| 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
( It. No. 15.40.2 P.No. 262 )
14x0.785x[((1.60+1.10)/2)²-((1.20+0.70)/2)²]x1.00= 10.111 | 10.11 | cum | 6,226 | ₹62,951.09 |
| 1.05 | 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. 15.46.1 P.No.263 )
14x3.14x(1.60+1.10/2)x1.00= 59.346
14x3.14x(1.20+0.70/2)x1.00= 41.762 Total 101.11 | 101.11 | Sqm | 190 | ₹19,210.9 |
| 1.06 | 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
( It. No. 29.21.1 P.No. 376) | 42 | No. | 309 | ₹12,978 |
| 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.
( It. No.29.25.5 Page No. 3 of 1st amended PHE USOR ) | 14 | No. | 2,916 | ₹40,824 |
| 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.
( It. No.15.12 P.No. 258 ) | - | cum | 31 | - |
| 1.09 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 20mm nominal size graded stone aggregate) (a) In plinth and foundation (ii) 1:2:4 (M-15)
(It. No. 15.31.1.2 P.No. 260 )
for coping 14x0.785x(1.10²-0.70²)x0.05=0.395
For c:c road 14x{(1.60x1.60x0.25)-(0.785x0.85²x0.25)}=6.986
6x{(2.10x2.10x0.25)-(0.785x0.96²x0.25)}= 5.529 Total 12.91 | 12.91 | cum | 5,363 | ₹69,236.33 |
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