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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹75.0 LAccepted-Finance | ₹75.0 L | L1 | Accepted-Finance as per boq |
| 2 | L2₹88.9 L+₹13.9 L (18.5%)Accepted-Finance | ₹88.9 L+₹13.9 L (18.5%) | L2 | Accepted-Finance as per boq |
| 3 | L3₹91.3 L+₹16.3 L (21.7%)Accepted-Finance | ₹91.3 L+₹16.3 L (21.7%) | L3 | Accepted-Finance as per boq |
| 4 | L4₹100.0 L+₹25.0 L (33.3%)Accepted-Finance | ₹100.0 L+₹25.0 L (33.3%) | L4 | Accepted-Finance as per boq |
| 5 | L5₹1.0 Cr+₹25.2 L (33.6%)Accepted-Finance | ₹1.0 Cr+₹25.2 L (33.6%) | L5 | Accepted-Finance as per boq |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
30 Jul 2026, 6:00 pmClosed
Executive Engineer
JKPHC JAMMU
Construction of RCC Bunkers (04 nos.) at District Jail Poonch ( C. No.03-A)
2026_DGPJK_316117_1
03 of PHC JAMMU DIV /2026-27 Dated 15-07-2026
Open Tender
Civil Works
Percentage
270 days
POONCH
REFER PQ TERMS AND CONDITIONS
3 documents required · 3 mandatory
₹3,000
Executive Engineer, JKPHC Division Jammu
₹2.4 L
Executive Engineer, JKPHC NARWAL JAMMU
6 Aug 2026
15 Jul 2026
31 Jul 2026
15 Jul 2026
30 Jul 2026
15 Jul 2026
15 Jul 2026 - 18 Jul 2026
20 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 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. | 1,368.73 | cum | 187.3 | ₹2,56,363.13 |
| 2 | Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : | 869.88 | cum | 89.75 | ₹78,071.73 |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | 339.58 | Cum | 218.4 | ₹74,164.27 |
| 4 | Providing and laying in position cement concrete of specified grade including curing but
excluding the cost of centring and shuttering. All work upto plinth level with: 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 50.74 | cum | 5,202.9 | ₹2,63,995.15 |
| 5Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve | |||||
| 5.01 | All works upto plinth level | 245.54 | cum | 8,021.1 | ₹19,69,500.89 |
| 5.02 | All works above plinth level upto floor V level | 125.4 | cum | 9,412.05 | ₹11,80,271.07 |
| 6 | Extra for providing richer mixes at all floor levels. Note:- Excess/ less cement over the
specified cement content used is payable/ recoverable separately. Providing M-35 grade concrete instead of M-25 grade BMC/RMC. | 370.13 | cum | 197.55 | ₹73,119.18 |
| 7 | Add or deduct for using more or less cement in the items of design mix over and above the
specified cement content therein. | 407.14 | qntl | 941 | ₹3,83,118.74 |
| 8Centering and shuttering including strutting, propping etc. and removal of form work for: | |||||
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