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Tender Value
₹1.2 Cr
EMD Value
₹2.3 L
Closing Date
23 Jun 2026, 12:00 pm
Secretary UIT ABU
uit abu
Providing laying jointing, testing and commissioning of lateral branch outfall sewers at MPAY
2026_UITAB_562827_1
06/2026-2027
Open Tender
Civil Works
UIT ABU Area
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,000
Secretary, uit abu
₹2.3 L
Yes
29 May 2026
29 May 2026
23 Jun 2026
29 May 2026
23 Jun 2026
29 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | Dismantling of flexible pavements for sewer line and manholes and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.Bituminous courses | 182.93 | cum | 534 | ₹97,684.62 | BI01010001010000000000000515BI0100001113 |
| 2 | Granular courses | 368.76 | cum | 372 | ₹1,37,178.72 | BI01010001010000000000000515BI0100001114 |
| 3 | Dismantling of cement concrete pavement for sewer line and manholes by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres including allowances for any additional dismantling beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task. | 35.21 | cum | 1,273 | ₹44,822.33 | BI01010001010000000000000515BI0100001115 |
| 4 | Earth work for Sewer line and Manhole in excavation in foundation, trenches manholes, road side chambers etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level including allowances for any additional excavation beyond the drawings (measurement for payment to be as per standard drawings), re-handling of material/earth to complete the task.In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc.Depth upto 1.5 m | 1,498.64 | cum | 299 | ₹4,48,093.36 | BI01010001010000000000000515BI0100001116 |
| 5 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.1.1 | 648.59 | cum | 20.9 | ₹13,555.53 | BI01010001010000000000000515BI0100001117 |
| 6 | Add extra for overall depth of excavation above 3.0 m and upto 4.5 m over item no 17.1.1.1 | 1.9 | cum | 47.8 | ₹90.82 | BI01010001010000000000000515BI0100001118 |
| 7 | In ordinary rock.Depth upto 1.5 m | 936.89 | cum | 1,262 | ₹11,82,355.18 | BI01010001010000000000000515BI0100001119 |
| 8 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.2.1 | 268.31 | cum | 88.3 | ₹23,691.77 | BI01010001010000000000000515BI0100001120 |
| 9 | In hard rock (required blasting) including Blasting materials.Depth upto 1.5 m | 891.12 | cum | 2,127 | ₹18,95,412.24 | BI01010001010000000000000515BI0100001122 |
| 10 | Add extra for overall depth of excavation above 1.5 m and upto 3.0 m over item no 17.1.3.1 | 164.47 | cum | 149 | ₹24,506.03 | BI01010001010000000000000515BI0100001123 |
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