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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.7 CrAdmitted-Finance | -39.90% | ₹1.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.0 CrAdmitted-Finance | -28.28% | ₹2.0 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical Technically Non Responsive |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical Technically Non Responsive |
| 5 | Rejected-Technical | - | - | - | Rejected-Technical Technically Non Responsive |
Tender Value
₹2.8 Cr
EMD Value
₹5.5 L
Closing Date
18 May 2026, 6:00 pmClosed
Executive Engineer
Sewerage and Drainage Div. (West) Jammu
Damage to protection wall of Bathindi Nallah passing through Masjid Fatima Tul Zohra Lane No. 7,8 Protection work at Asrarabad near land of Farooq Ahmed Sha Chowadhi Green Valley Jammu Ward No. 74 Contract No. SDJ/W/34 of 2026-27
2026_HAUDD_309609_6
E-NIT No 10 of 2026-27 Dated 08-05-2026
Open Tender
Civil Works
Percentage
90 days
Jammu
Refer eNIT and SBD terms and conditions
2 documents required · 2 mandatory
₹5,000
Executive Engineer SandD Div (West) Jammu
₹5.5 L
8 Jun 2026
8 May 2026
19 May 2026
8 May 2026
18 May 2026
8 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 : | 2,801.96 | cum | 256.85 | ₹7,19,683.43 |
| 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:25 meter beyond 1 m from cutting edge. All kinds of soil | 848.33 | cum | 479.3 | ₹4,06,604.57 |
| 3 | Removal of unhygienic material (so classified by the site engineer) from designated sites and its disposal as per direction, all inclusive. | 750 | cum | 189.2 | ₹1,41,900 |
| 4 | Demolishing cement concrete maually/by mechanical means including disposal of material within 50 metres lead 1:3:6 or richer mix | 511.2 | cum | 1,725.2 | ₹8,81,922.24 |
| 5 | Dismantling RCC work manually / mechanical means including stacking of steel bars and disposal of unserviceable material | 52.65 | cum | 2,516.85 | ₹1,32,512.15 |
| 6 | Construction of temporary diversion bund by way of filling empty cement bags with sand including cost of sewing string and sand & placing in position. | 1,063 | each | 37.24 | ₹39,586.12 |
| 7 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering- All work upto plinth level. 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size Crushed) | 195.6 | cum | 5,733.6 | ₹11,21,492.16 |
| 8 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centenng. shuttering, finishing and reinforcement. All work upto plinth level. excluding cost of centring, shuttering,finishing and reinforcement. 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded crushed stone aggregate 20mm nominal size) | 810 | cum | 7,788.4 | ₹63,08,604 |
| 9 | Extra for laying concrete in or under foul conducations | 867.6 | cum | 337.15 | ₹2,92,511.34 |
| 10 | Reinforcement for R.C.C work including straighening, cutting, bending placing in postion and binding all complete. Thermo- Mechanically Treated bars (Rate to Include Cost of Binding Wire) | 97,510.39 | Kg | 123.2 | ₹1,20,13,280.05 |
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BOQ_1002200.xls
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