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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹6.3 LAccepted-AOC | ₹6.3 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹6.4 LRejected-Finance MIG 1201 HARISHAPPARTMENT PLOT NO 312 E 8 TRILANGA BHOPAL | ₹6.4 L | 2 | Rejected-Finance L-2 |
Tender Value
₹7.9 L
EMD Value
₹15,838
Closing Date
6 Jun 2026, 6:00 pmClosed
Executive Enginee
Executive Engineer, Capital Project Division No. 2, P.H.E.D. Bhopal
Laying 200 mm sewer line and Rising, Repairing of damaged manhole chamber i/c de silting and cleaning of manholes and sewer line at Kaptan sahab ka Ahata, Jahangirabad, Bhopal
2026_PHED_509790_1
42/22.05.2026
Open Tender
Civil Works - Others
Percentage
30 days
bhopal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹15,838
17 Jul 2026
23 May 2026
8 Jun 2026
23 May 2026
6 Jun 2026
25 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 |
|---|---|---|---|---|---|
| 1Laying 200 mm sewar line and Rising,Repairing of damaged manhole chamber i/c de silting and cleaning of manholes and sewer line at Kaptan sahab ka Ahata, Jahangirabad, Bhopal | |||||
| 1.01 | 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 )
25x1.60x1.60x0.25 =16.00+
2x0.785x2.10x2.10x0.25 =1.38
30x1.00x2.00=60.00, Total 77.38 | 77.38 | cum | 270 | ₹20,892.6 |
| 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. 15.7.1 P.No. 258 )
25x{(1.60x1.60x0.60)-(0.785x0.85²x0.60)}= 29.90
2x(0.785X2.10²X2.50)-(0.785X1.35²X2.50) = 10.16
30x1.00x2.00=60.00, Total =100.06 | 100.06 | cum | 209 | ₹20,912.54 |
| 1.03 | Providing and laying non-pressure (NP2) RCC
socket & spigot pipes with rubber gasket joint
including testing of joints.
( PHE USOR wef. 01.09.2023 It. No. 28.1.3 P.No. 350 )
For 200 mm dia | 30 | Mtr. | 524 | ₹15,720 |
| 1.04 | 28.2 Labour only for Laying and Jointing non pressure
(NP2) RCC socket & spigot pipes with rubber
gasket joint including testing of joints.
( PHE USOR wef. 01.09.2023 It. No. 28.2.3 P.No. 351 )
for 200 mm dia Meter | 30 | Mtr. | 141 | ₹4,230 |
| 1.05 | 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. 258-259 )
25x0.785{(1.60+1.20/2)²-(1.20+0.80/2)²} x0.60 = 11.31 | 11.31 | cum | 740 | ₹8,369.4 |
| 1.06 | 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. 15.41.1 P.No. 262 )
25x0.785x 0.96x1.00 = 18.84 | 18.84 | cum | 6,577 | ₹1,23,910.68 |
| 1.07 | 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 ) | 50 | No | 309 | ₹15,450 |
| 1.08 | 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 )
25x3.14x(1.60+1.20/2)x1.00= 109.90
25x3.14x(1.20+0.80/2)x1.00= 78.50 Total 188.40 | 188.4 | Sqm | 190 | ₹35,796 |
| 1.09 | 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.29.25.5 P.No. 377 ) | 25 | No | 2,916 | ₹72,900 |
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