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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹85.8 LAdmitted-Finance | -6.00% | ₹85.8 L | L1 | Admitted-Finance |
| 2 | L2₹87.6 L+₹1.8 L (2.13%)Admitted-Finance | -4.00% | ₹87.6 L+₹1.8 L (2.13%) | L2 | Admitted-Finance |
| 3 | L3₹88.6 L+₹2.7 L (3.19%)Admitted-Finance | -3.00% | ₹88.6 L+₹2.7 L (3.19%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Disqualified |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Disqualified |
Tender Value
₹91.3 L
EMD Value
₹1.8 L
Closing Date
13 May 2026, 4:00 pmClosed
Mission Director SBM(U) 2.0
Town Hall, JMC
Construction of Storage Shed, Rigid Pavement/Internal Road, Levelling of Ground and PCC drain at Ashmuqam
2026_HAUDD_308438_1
HUD/SBM/U/2026-27/04
Open Tender
Civil Works
Percentage
180 days
Ashmuqam
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,000
Yes
Mission Director, SBM(U), 2.0
₹1.8 L
Yes
Town Hall, JMC
21 May 2026
23 Apr 2026
14 May 2026
23 Apr 2026
13 May 2026
23 Apr 2026
1 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 |
|---|---|---|---|---|---|
| 1 | Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil. | 7,123.5 | Cum | 256.85 | ₹18,29,670.98 |
| 2 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed:All kinds of soil :1 meter from cutting edge | 123.2 | Cum | 479.3 | ₹59,049.76 |
| 3 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil : | 43.03 | Cum | 187.3 | ₹8,059.52 |
| 4 | Rough dressing of the trenched ground including breaking clods. | 12,540 | Sqm | 1.53 | ₹19,154.85 |
| 5 | Fine dressing of the ground | 12,540 | Sqm | 3.74 | ₹46,949.76 |
| 6 | Disposal of malba by mech. Transport upto distance of 02 kms | 7,246.7 | Cum | 184.3 | ₹13,35,566.81 |
| 7 | Supplying, spreading and laying of river bed material (RBM) in layers not exceedig.30 m in depth, watering, compacting, and consolidatingthe same through road roller 8-10 tonne to achieve the maximum dry density at optimum moisture content | 270 | Cum | 300 | ₹81,000 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 89.04 | Cum | 5,202.9 | ₹4,63,266.22 |
| 9 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator, vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in-charge. (The panel shuttering work shall be paid for separately). | 94.5 | Cum | 8,850.6 | ₹8,36,381.7 |
| 10 | Extra for providing and mixing hardening compound of approved quality as per manufacturer's specification in cement concrete. | 252 | Ltr | 58.85 | ₹14,830.2 |
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