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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.2 LAccepted-AOC | ₹7.2 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹7.4 LRejected-Finance | ₹7.4 L | 2 | Rejected-Finance L-2 |
Tender Value
Refer Docs
EMD Value
₹17,975
Closing Date
26 May 2026, 6:00 pmClosed
Executive Enginee
Executive Engineer, Capital Project Division No. 2, P.H.E.D. Bhopal
Replacement of 200 mm dia RCC sewer line with repairing of damaged manhole chamber i/c de silting and cleaning of manholes and sewer line at Section 2 of Sub Div 5, Bhopal
2026_PHED_506510_1
19/11.05.2026
Open Tender
Civil Works - Others
Percentage
30 days
bhopal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹17,975
17 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 |
|---|---|---|---|---|---|
| 1Replacement of 200 mm dia RCC sewer line with repairing of damaged manhole chamber i/c de silting and cleaning of manholes and sewer line at Section 2 of Sub Div 5, Bhopal | |||||
| 1.01 | Earth work in excavation for foundation, trenchesfor 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. (15.6.3) Ordinary rock or soft rock with or without blasting
( PHE USOR wef. 01.09.2023 It. No. 15.6.3 P.No. 257)
100.00x0.60x0.25= 15.00
20x1.60x1.60x0.25= 12.80
5X2.10X2.10X0.25= 5.51Total 33.31 | 33.31 | cum | 270 | ₹8,993.7 |
| 1.02 | Earth work in excavation for foundation, in building works 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 kind of soil
( PHE USOR wef. 01.09.2023 It. No. 15.6.1 P.No. 257 )
100.00x0.60x2.50= 150.00
20x{(1.60x1.60x0.60)-(0.785x0.96²x0.60)}= 22.04
05x{(0.785x2.10x2.10x2.50)-(0.785x1.35²x2.50)}=25.39Total 197.43 | 197.43 | cum | 209 | ₹41,262.87 |
| 1.03 | Dismantling of old S.W.pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materials in to municipal dumps : 200mmdia
( PHE USOR wef. 01.09.2023 It. No. 29.5.3 P.No. 351 ) | 100 | Mtr. | 42 | ₹4,200 |
| 1.04 | Providing and laying mechanically mixed cement concrete with crushed stone aggregate excluding centering and shuttering (with 40mm nominal size graded stone aggregate) (a) In plinth and foundation (ii) 1:2:4 (M-15)
( PHE USOR wef. 01.09.2023 It. No. 15.30.1.4 P.No. 260)
for base concrete 100.00x0.60x0.15=9.00 | 9 | cum | 5,256 | ₹47,304 |
| 1.05 | Providing and laying non-pressure (NP2) RCC socket & spigot pipes with rubber gasket joint including testing of joints. For 200 mm dia RCC
( PHE USOR wef. 01.09.2023 It. No. 28.1.3 P.No. 351 ) | 100 | Mtr. | 524 | ₹52,400 |
| 1.06 | 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 )
20x0.785[(1.60+1.10²/2)-(1.20+0.70²)/2]x0.60= 8.666 | 8.67 | cum | 740 | ₹6,412.84 |
| 1.07 | 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. in cement mortar 1:4
( PHE USOR wef. 01.09.2023 It. No. 15.40.2 P.No. 262 )
20x0.785x0.92x1.00=14.444 | 14.44 | cum | 6,226 | ₹89,928.34 |
| 1.08 | 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. 374) | 40 | No. | 309 | ₹12,360 |
| 1.09 | 12 mm thick cement plaster in single coat finished even smooth and curing complete. (i) in cement mortar 1:3
( PHE USOR wef. 01.09.2023 It. No. 15.46.1 P.No.263 )
20x3.14x(1.60+1.10/2)x1.00=84.78
20x3.14x(1.20+0.70/2)x1.00= 59.66 Total 144.44 | 144.44 | Sqm | 190 | ₹27,443.6 |
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