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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.5 CrAccepted-Finance | ₹2.5 Cr | L1 | Accepted-Finance as per boq |
| 2 | L2₹2.6 Cr+₹2.5 L (0.99%)Accepted-Finance | ₹2.6 Cr+₹2.5 L (0.99%) | L2 | Accepted-Finance as per boq |
| 3 | Rejected-Technical | - | - | Rejected-Technical Disqualified as per comparative chart |
| 4 | Rejected-Technical | - | - | Rejected-Technical Disqualfied as per comparative chart |
Tender Value
₹2.6 Cr
EMD Value
₹5.1 L
Closing Date
9 Jul 2025, 6:00 pmClosed
Executive Engineer
JKPHC JAMMU
Additional works ( Litigant Shed Adjacent to Lawyers Chambers) at District Court Complex Samba (C. No.32)
2025_DGPJK_279791_1
32 of PHC JAMMU DIV /2025-26 Dated 25-06-2025
Open Tender
Civil Works
Percentage
180 days
SAMBA
REFER PQ TERMS AND CONDITIONS
3 documents required · 3 mandatory
₹3,000
Executive Engineer, JKPHC Division Jammu
₹5.1 L
Executive Engineer, JKPHC NARWAL JAMMU
19 Jul 2025
25 Jun 2025
10 Jul 2025
25 Jun 2025
9 Jul 2025
1 Jul 2025
25 Jun 2025 - 28 Jun 2025
30 Jun 2025
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.All kinds of soil : | 1,449.13 | Cum | 187.3 | ₹2,71,422.05 |
| 2 | 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 | 225.36 | Cum | 218.4 | ₹49,218.62 |
| 3 | Disposal of available excavated earth as directed, within a lead of 5km from existing site. | 1,052 | Cum | 250.92 | ₹2,63,967.84 |
| 4 | P/L of stone soling incl. ramming,hand packing and all carriages, complete job in geocell,trenches,foundation etc. | 38.63 | Cum | 1,300 | ₹50,219 |
| 5 | 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) Mud mat | 19.57 | Cum | 5,202.9 | ₹1,01,820.75 |
| 6 | 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: 1:1½:3 (1 cement :1½ coarse sand: 3 graded stone aggregate 20 mm nominal size) | 52.82 | Cum | 7,275.25 | ₹3,84,278.71 |
| 7 | Dry random rubble masonry with hard stone in foundation and plinth: With bond stone. | 12.11 | Cum | 5,536.55 | ₹67,047.62 |
| 8 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 68.92 | Cum | 9,395.7 | ₹6,47,551.64 |
| 9 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15°, landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering, finishing and reinforcement with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 77.25 | Cum | 9,821.85 | ₹7,58,737.91 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete at plinth beam level and DPC level Thermo-Mechanically Treated bars of grade Fe-500D or more.
Reinforcement @ for all rcc work | 25,848.86 | Kgs | 123.2 | ₹31,84,579.55 |
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