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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹31.0 LAdmitted-Finance | -47.71% | ₹31.0 L | L1 | Admitted-Finance |
| 2 | L2₹31.9 L+₹95,305.29 (3.08%)Admitted-Finance | -46.10% | ₹31.9 L+₹95,305.29 (3.08%) | L2 | Admitted-Finance |
| 3 | L3₹32.5 L+₹1.5 L (4.97%)Admitted-Finance | -45.11% | ₹32.5 L+₹1.5 L (4.97%) | L3 | Admitted-Finance |
| 4 | L4₹32.5 L+₹1.6 L (5.09%)Admitted-Finance | -45.05% | ₹32.5 L+₹1.6 L (5.09%) | L4 | Admitted-Finance |
| 5 | L5₹36.5 L+₹5.6 L (18.0%)Admitted-Finance H NO 109 GUJJAR NAGAR JAMMU | JAMMU | JAMMU AND KASHMIR | 180001 | -38.30% | ₹36.5 L+₹5.6 L (18.0%) | L5 | Admitted-Finance |
Tender Value
₹59.2 L
EMD Value
₹1.2 L
Closing Date
21 Aug 2026, 6:00 pmClosed
Executive Engineer
Sewerage and Drainage Div. (West) Jammu
Construction of nallah at Botanical Garden, Bhagwati Nagar (Ward No. 14) Contract No SDJ/W/70/2026-27
2026_HAUDD_318728_1
E-NIT No 31 of 2026-27 Dated 30-07-2026
Open Tender
Civil Works
Percentage
90 days
Jammu
Refer tender Documents
2 documents required · 2 mandatory
₹2,000
Executive Engineer SandD Div (West) Jammu
₹1.2 L
9 Sept 2026
30 Jul 2026
22 Aug 2026
30 Jul 2026
21 Aug 2026
30 Jul 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 : | 455 | cum | 256.85 | ₹1,16,866.75 |
| 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 | 195 | cum | 479.3 | ₹93,463.5 |
| 3 | 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) | 28.45 | cum | 5,733.6 | ₹1,63,120.92 |
| 4 | 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) | 225.4 | cum | 7,788.4 | ₹17,55,505.36 |
| 5 | Construction of temporary diversion bund by way of filling empty cement bags with sand including cost of sewing string and sand & placing in position. | 2,047 | each | 37.24 | ₹76,230.28 |
| 6Centring and shuttering including strutting,propping etc. & removal of form for: | |||||
| 6.01 | Foundations: footings, bases of columns etc. for mass concrete. | 29 | sqm | 286.35 | ₹8,304.15 |
| 6.02 | Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | 956 | sqm | 628.95 | ₹6,01,276.2 |
| 6.03 | Suspended floors, roofs, landings, balconies and access platforms. | 195 | sqm | 718.2 | ₹1,40,049 |
| 6.04 | Edges of slabs and breaks in floors and walls Under 20 cm wide | 65 | RM | 262.2 | ₹17,043 |
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