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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -47.80% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | -45.50% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance | -43.20% | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.4 CrAdmitted-Finance | -41.45% | ₹1.4 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.4 CrAdmitted-Finance | -40.00% | ₹1.4 Cr | L5 | Admitted-Finance |
Tender Value
₹2.3 Cr
EMD Value
₹4.7 L
Closing Date
13 May 2026, 4:00 pmClosed
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
Please refers to BOQ
2026_PWDJK_308871_1
e-NIT No.PWD/SE/KS/07 of 2026-27 Dated 23-04-2026
Open Tender
Civil Works - Roads
540 days
KATHUA-HIRANAGAR
Please refers to NIT/SBD
4 documents required · 4 mandatory
₹6,000
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
₹4.7 L
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
28 May 2026
28 Apr 2026
14 May 2026
28 Apr 2026
13 May 2026
28 Apr 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 |
|---|---|---|---|---|---|
| 1Earth 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 | |||||
| 1.01 | All kinds of soils : ( 75% ) | 4,508 | cum | 187.3 | ₹8,44,348.4 |
| 1.02 | Ordinary Rock ( 25% ) | 1,503 | Cum | 392.8 | ₹5,90,378.4 |
| 2 | 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 in All kinds of soil | 1,139 | cum | 256.85 | ₹2,92,552.15 |
| 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. | 6,809 | cum | 218.4 | ₹14,87,085.6 |
| 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size | 167 | cum | 4,826.5 | ₹8,06,025.5 |
| 5 | Providing and laying in position specified grade of reinforced cement concrete inclu. curing but excluding the cost of centering, shuttering, finishing & reinforcement. All works upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone agg. 20 mm nominal size) . | 34 | cum | 7,788.4 | ₹2,64,805.6 |
| 6 | 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) | 43 | cum | 9,395.7 | ₹4,04,015.1 |
| 7 | 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) | 19 | cum | 9,821.85 | ₹1,86,615.15 |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more. | 6,576 | kg | 123.2 | ₹8,10,163.2 |
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