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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.4 LAccepted-AOC | ₹6.4 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹6.6 LRejected-Finance E 8 SINGHAI MARRIAGE GARDEN NEAR DANA PANI BAWARIYA KALAN BHOPAL | ₹6.6 L | 2 | Rejected-Finance L-2 |
Tender Value
Refer Docs
EMD Value
₹15,984
Closing Date
20 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 sewer line at Deary area under Sub Div.-5 PHED, Bhopal
2026_PHED_504906_1
15/06.05.2026
Open Tender
Civil Works - Others
Percentage
30 days
bhopal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹15,984
9 Jul 2026
7 May 2026
22 May 2026
7 May 2026
20 May 2026
9 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 sewer line at Deary area under Sub Div.-5 PHED, 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)
17x1.60x1.60x0.25 = 10.88+
9x1.80x1.80x0.25 = 7.29 Total 18.17 | 18.17 | cum | 270 | ₹4,905.9 |
| 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 )
17x{(1.60x1.60x0.60)-(0.785x0.85²x0.60)}=20.332
9x(1.80²X1.80)-(0.785X1.60X1.10X1.50)= 33.84 Tot.54.172 | 54.17 | cum | 209 | ₹11,321.95 |
| 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 )
17x0.785[(1.60+1.10/2)²-(1.20+0.70/2)²]x0.60= 7.366 | 7.37 | cum | 740 | ₹5,450.84 |
| 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. in cement mortar 1:4
( PHE USOR wef. 01.09.2023 It. No. 15.40.2 P.No. 262
17x0.785x0.92x1.00= 12.277 | 12.28 | cum | 6,226 | ₹76,436.6 |
| 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. 374) | 51 | No. | 309 | ₹15,759 |
| 1.06 | 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 )
17x3.14x(1.60+1.10/2)x1.00=72.06
17x3.14x(1.20+0.70/2)x1.00= 50.71 Total 122.77 | 122.77 | Sqm | 190 | ₹23,326.3 |
| 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 wef. 01.09.2023 It. No. 29.25.5P.No. 377) | 17 | No. | 2,916 | ₹49,572 |
| 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) | 1 | cum | 31 | ₹30.97 |
| 1.09 | Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. 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 coping 17x0.785x(1.10²-0.70²)x0.05=0.480
for c:c road 17x{(1.60x1.60x0.25)-(0.785x0.96²x0.25)}=7.803+
9x{(1.80x1.80x0.25)-(0.785x0.96²x0.25)}= 5.67 Total 13.953 | 13.95 | cum | 5,363 | ₹74,829.94 |
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