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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹4.7 CrAdmitted-Finance | -1.00% | ₹4.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.8 Cr+₹3.2 L (0.68%)Admitted-Finance | -0.33% | ₹4.8 Cr+₹3.2 L (0.68%) | L2 | Admitted-Finance |
| 3 | L3₹5.0 Cr+₹23.8 L (5.04%)Admitted-Finance | +3.99% | ₹5.0 Cr+₹23.8 L (5.04%) | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | - | Rejected-Technical non- responsive, as the bidder does not qualify the Available Bid Capacity (ABC). |
Tender Value
₹4.8 Cr
EMD Value
₹9.5 L
Closing Date
6 Jun 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_310681_1
e-NIT No.PWD/SE/KS/12 of 2026-27 Dated 21-05-2026
Open Tender
Civil Works - Roads
Percentage
90 days
KATHUA-VIJAYPUR
Please refers to NIT/SBD
5 documents required · 5 mandatory
₹6,000
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
₹9.5 L
SE PWD R and B KATHUA SAMBA CIRCLE KATHUA
23 Jun 2026
22 May 2026
8 Jun 2026
22 May 2026
6 Jun 2026
22 May 2026
1 Jun 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 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-incharge, 1:3:6 or richer mix (i/c equivalent design mix) | 97.55 | Cum | 1,725.2 | ₹1,68,293.26 |
| 2 | Demolishing R.C.C. work manually/by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 meters lead as per direction of Engineer-in-charge. | 0.34 | Cum | 2,516.85 | ₹855.73 |
| 3 | Supply and laying of River Bed Materials including leveling, dressing, watering & consolidation in layer 20cm in depth each layer consolidated with power road roller of minimum 8 tonne capacity incl. carriages complete, | 2,047.5 | Cum | 300 | ₹6,14,250 |
| 4 | 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. | 223.69 | Cum | 218.4 | ₹48,853.9 |
| 5 | 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 ) | 1,518.53 | Cum | 256.85 | ₹3,90,034.43 |
| 6 | 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 ( All kinds of soil ) | 96.32 | Cum | 479.3 | ₹46,166.18 |
| 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 :- | |||||
| 7.01 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | 1,842.57 | Cum | 4,826.5 | ₹88,93,164.11 |
| 7.02 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 1,786.78 | Cum | 5,733.6 | ₹1,02,44,681.81 |
| 8 | Providing & laying damp-proof Course 40 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone agg 12.5 mm nominal size) and curing complete | 1,620.89 | Sqm. | 346.7 | ₹5,61,962.56 |
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