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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹7.2 LAccepted-AOC | ₹7.2 L | 1 | Accepted-AOC L-1 |
| 2 | 2₹7.3 LRejected-Finance MIG 1201 HARISHAPPARTMENT PLOT NO 312 E 8 TRILANGA BHOPAL | ₹7.3 L | 2 | Rejected-Finance L-2 |
Tender Value
₹9.0 L
EMD Value
₹18,023
Closing Date
6 Jun 2026, 6:00 pmClosed
Executive Enginee
Executive Engineer, Capital Project Division No. 2, P.H.E.D. Bhopal
Repairing, Reconstruction of damaged manholes including Cleaning and de silting of manholes and sewer line of block no 81-85, 1250 Tulsi Nagar, Bhopal
2026_PHED_509791_1
43/22.05.2026
Open Tender
Civil Works - Others
Percentage
30 days
bhopal
Please refer Tender documents.
11 documents required · 11 mandatory
₹2,000
₹18,023
20 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 |
|---|---|---|---|---|---|
| 1Repairing, Reconstruction of damaged manholes including Cleaning and de silting of manholes and sewer line of block no 81-85, 1250 Tulsi Nagar, Bhopal | |||||
| 1.01 | (PHE USOR wef 01.09.2023 it No. 15.6.1 Page No. 257) 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
22x{(2.5x2.1x0.90)-(1.66x1.36x0.90)} = 59.24cum
8x[ (1.60x1.60x 0.60) -( 0.785x0.85x0.85x 0.60 ) ] = 9.56 cum | 68.8 | Cum | 209 | ₹14,379.2 |
| 1.02 | (PHE USOR wef 01.09.2023 it No. 15.18.1 Page No. 259) Demolishing cement concrete manually / by mechanical means including disposal of material within 50 m lead as per direction of engineer-in- charge. Nominal concrete 1:3:6 or richer mix ( i/c equivalent design mix )
22x{(1.70x1.40x0.15)-(0.785x0.56x0.56x0.15)= 7.04cum
22x1.20x0.75x0.10=1.98cum | 9.02 | Cum | 954 | ₹8,605.08 |
| 1.03 | (PHE USOR wef 01.09.2023 it No. 15.15 Page No. 258) 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)
22x[{1.66x1.36x0.60}-{1.20x0.90x0.60}]= 15.53 cum | 15.53 | Cum | 740 | ₹11,492.2 |
| 1.04 | (PHE USOR wef 01.09.2023 it No. 15.40.1 Page No. 262) 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. iii. In Cement Mortar 1:3
17x[{1.66x1.36x0.95}-{1.20x0.90x0.95}]=18.99cum | 18.99 | Cum | 6,653 | ₹1,26,340.47 |
| 1.05 | (PHE USOR wef 01.09.2023 it No. 15.46.1 Page No. 263) 12mm thick cement plaster in single coat including finishing even, smooth and curing complete. (ii) 1:3(Cement 1: Sand 3)
outer wall =22x2x(1.66+1.36)x0.95= 126.06sqm
Internal wall= 22x2x(1.20+0.90)x0.95=87.78sqm | 213.84 | Sqm | 190 | ₹40,629.6 |
| 1.06 | (PHE USOR wef 01.09.2023 it No.29.21.1 Page No. 376)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) | 60 | No. | 309 | ₹18,540 |
| 1.07 | (PHE USOR wef 01.09.2023 it No. 15.24 Page No. 259) Providing & Fixing of stone slab 30 mm thick in cement mortar 1:6 (1 cement 6 sand)
22x2x0.35x1.10 = 16.94 sqm | 16.94 | Sqm | 185 | ₹3,133.9 |
| 1.08 | (PHE USOR wef First Amendment 16.08.2024 it No29.25.5 Page No.377) 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 | 8 | No. | 2,916 | ₹23,328 |
| 1.09 | (PHE USOR wef 01.09.2023 it No. 15.31.1.2 Page No. 260) Providing & laying mechanically mixed cement
concrete 20mm nominal size graded crushed stone excluding cost of centering & shuttering. In Plinth & foundation 1:2:4 (M-15)
22{1.66x1.36x0.15}-{1.20x0.90x0.15}]=3.83cum
C.C. for rep. of channels
22X1.20x0.75x0.20 =3.96 cum
C.C. around M.H. chamber on top of MH
22X[(1.70X1.40X0.15)-(0.785X0.56²X0.15)]= 7.04cum | 14.83 | Cum | 5,363 | ₹79,533.29 |
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