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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.2 CrAdmitted-Finance | -41.56% | ₹1.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance CHANDIGARH | -37.57% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance | -37.53% | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.3 CrAdmitted-Finance | -35.67% | ₹1.3 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.7 CrAdmitted-Finance | -17.11% | ₹1.7 Cr | L5 | Admitted-Finance |
Tender Value
₹2.0 Cr
EMD Value
₹4.1 L
Closing Date
16 Apr 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_307040_1
e-NIT No.PWD/SE/KS/54 of 2025-26 Dated 27-03-2026
Open Tender
Civil Works - Roads
730 days
KATHUA BILLAWAR
Please refers to NIT/SBD
4 documents required · 4 mandatory
₹6,000
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
₹4.1 L
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
25 Apr 2026
1 Apr 2026
17 Apr 2026
1 Apr 2026
16 Apr 2026
1 Apr 2026
13 Apr 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 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: | |||||
| 1.01 | All kinds of soil | - | cum | - | - |
| 1.02 | Ordinary rock | - | cum | - | - |
| 2Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material : All kinds of soil : | |||||
| 3Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | |||||
| 4Applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7 kg per square meter on damp proof courses after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. | |||||
| 5Providing 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) | |||||
| 6Providing 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | |||||
| 7Providing 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:1:3:6 (1 cement:3 coarse sand:6 graded stone aggregate 20mm nominal size) with 20% boulders. | |||||
| 8Providing 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, improvework ability without impairing strength and durability as per direction of Engineer-incharge. Note: - Cement in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is content considered payable or recoverable separately. All works upto plinth level | |||||
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