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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.4 LAccepted-AOC | ₹5.4 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹5.5 LRejected-Finance 47 | BHOPAL | MADHYA PRADESH | 462001 | ₹5.5 L | 2 | Rejected-Finance L-2 |
Tender Value
₹6.6 L
EMD Value
₹13,219
Closing Date
1 Jun 2026, 6:00 pmClosed
Executive Enginee
Executive Engineer, Capital Project Division No. 2, P.H.E.D. Bhopal
Replacement of 200 mm dia SW RCC sewer line with repairing of damaged manhole chamber i/c de silting and cleaning of manholes and sewer line at Ginnori Sewage Network, Bhopal
2026_PHED_507501_1
30/15.05.2026
Open Tender
Civil Works - Others
Percentage
30 days
bhopal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹13,219
17 Jul 2026
16 May 2026
3 Jun 2026
16 May 2026
1 Jun 2026
18 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 SW RCC sewer line with repairing of damaged manhole chamber i/c de silting and cleaning of manholes and sewer line at Ginnori Sewage Network, 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 )
20x0.785x2.10x2.10x0.25 = 17.31 Cum
100.00 x 0.60 x 0.25 = 15.00 Cum Total = 32.31 Cum | 32.31 | cum | 270 | ₹8,723.7 |
| 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 )
20x[(2.10x2.10x1.65)-(0.785x0.85²x1.65)}=126.81 Cum
100.00 x 0.60 x 1.50 = 90.00 Cum Total = 216.81 Cum | 216.81 | cum | 209 | ₹45,313.29 |
| 1.03 | Dismantling of old SW pipes including breaking of joints and bed concrete stacking of useful materials near the site within 50 m lead and disposal of unserviceable materisl in to municipal dumps 200 mm dia
(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 20mm nominal size graded stone aggregate)
(a) In plinth and foundation (ii) 1:2:4 (M-15)
( PHE USOR wef. 01.09.2023 It. No. 15.31.1.2 P.No. 260 )
for base concrete
100.00 x 0.60 x 0.15 = 9.0 Cum | 9 | cum | 5,363 | ₹48,267 |
| 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 )
20x0.785x[((1.60+1.20)/2)²-((1.20+0.80)/2)²]x0.60= 9.04 Cum | 9.04 | cum | 740 | ₹6,689.6 |
| 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.
(ii) in cement mortar 1:4
( PHE USOR wef. 01.09.2023 It. No. 15.40.2 P.No. 262 20x0.785x[((1.60+1.20)/2)²-((1.20+0.80)/2)²]x1.00= 15.07 Cum | 15.07 | cum | 6,226 | ₹93,825.82 |
| 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. 376 ) | 60 | Nos | 309 | ₹18,540 |
| 1.09 | 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 )
20x3.14x(1.60+1.20/2)x1.00= 87.92 Sqm
20x3.14x(1.20+0.80/2)x1.00= 62.8 Sqm Total 150.72 Sqm | 150.72 | Sqm | 190 | ₹28,636.8 |
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