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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.0 LAccepted-AOC | ₹7.0 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹7.1 L+₹17,332 (2.48%)Rejected-Finance | ₹7.1 L+₹17,332 (2.48%) | 2 | Rejected-Finance L-2 |
Tender Value
₹8.7 L
EMD Value
₹17,332
Closing Date
1 Jun 2026, 6:00 pmClosed
Executive Enginee
Executive Engineer, Capital Project Division No. 2, P.H.E.D. Bhopal
Replacement of 500 mm dia RCC sewer line with construction and raising of new Manholes chamber i/c de silting and cleaning of manholes and sewer line at Section No.3 of Sub Div-5, Bhopal
2026_PHED_507500_1
29/15.05.2026
Open Tender
Civil Works - Others
Percentage
30 days
bhopal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹17,332
2 Sept 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 500 mm dia RCC sewer line with construction and raising of new Manholes chamber i/c de silting and cleaning of manholes and sewer line at Section No.3 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)
5X2.10X2.10X0.25= 5.51 | 5.51 | cum | 270 | ₹1,487.7 |
| 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 )
150.00x0.90x2.50= 337.50
07x0.785x2.10x2.10x2.50 = 60.58
05x{(1.60x1.60x0.60)-(0.785x0.96²x0.60)}= 05.51 Total 403.59 | 403.59 | cum | 209 | ₹84,350.31 |
| 1.03 | Lifting & placing of manholes cover & frame including
dismantling of existing C.C. coping during Raising of
manholes (civil work to be paid separately)
( PHE USOR wef. 01.09.2023 It. No. 29.28.2 P.No. 378 ) | 5 | No. | 107 | ₹535 |
| 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 )
05x0.785x0.92x0.50=1.805 | 1 | cum | 6,226 | ₹6,219.77 |
| 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) | 10 | No. | 309 | ₹3,090 |
| 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 )
05x3.14x(1.60+1.10/2)x0.50= 10.597
05x3.14x(1.20+0.70/2)x0.50= 7.457 Total 18.054 | 1 | Sqm | 190 | ₹189.81 |
| 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 and Corrigendum no. 1 Dt. 16-08-2024 ) | 5 | No. | 2,916 | ₹14,580 |
| 1.08 | 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 150.00x0.90x0.15= 20.25 | 20.25 | cum | 5,256 | ₹1,06,434 |
| 1.09 | Providing and laying non-pressure (NP2) RCC socket & spigot pipes with rubber gasket joint including testing of joints. For 500 mm dia RCC
( PHE USOR wef. 01.09.2023 It. No. 28.1.9 P.No. 351 ) | 150 | Mtr. | 1,527 | ₹2,29,050 |
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