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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹9.9 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹9.9 L+₹1,068 (0.11%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹10.2 L+₹31,794 (3.22%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹10.7 L+₹83,360 (8.43%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹11.8 L+₹1.9 L (19.1%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹13.3 L
EMD Value
₹26,700
Closing Date
25 Sept 2026, 4:00 pmClosed
Executive Engineer PWD RnB Division Banihal
Executive Engineer PWD RnB Division Banihal
refer to boq
2026_PWDJK_324469_2
NIT 46 of 2026-27 Dated 12-09-2026
Open Tender
Civil Works
Percentage
60 days
Executive Engineer PWD RnB Division Banihal
refer to SBD
2 documents required · 2 mandatory
₹600
Executive Engineer PWD RnB Division Banihal
₹26,700
Executive Engineer PWD RnB Division Banihal
3 Oct 2026
12 Sept 2026
26 Sept 2026
12 Sept 2026
25 Sept 2026
12 Sept 2026
16 Sept 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 | Preparation of subgrade by excavating earth to an average of 22.5 cm depth. dressing to camber and consolidation with road roller of 8-12 tonne capacity including making good the undulation etc. and disposall of surplus earth upto 50 meters. | 940.5 | sqm | 139.4 | ₹1,31,105.7 |
| 2 | 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 1:3:6 (I cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | 71.7 | sqm | 4,943.4 | ₹3,54,441.78 |
| 3 | Providing and laying factory made chamfered edge Cement Concretepaver blocks in footpath, parks, lawns, drive ways or light traffic parkingetc, of required strength, thickness 8z size/ shape, made by table vibratorymethod using PU mould, laid in required colour & pattern over 50mmthick compacted bed of sand, compacting and proper embeddingflaying ofinter locking paver blocks into the sand bedding layer through vibratorycompaction by using plate vibrator, filling the joints with sand and cuttingof paver blocks as per required size and pattern, finishing and sweepingextra sand complete all as per direction of Engineer-in-Charge.80 mm thick C.C. paver block of M•30 grade with approvedcolor design and pattern. | 927.96 | sqm | 864.25 | ₹8,01,989.43 |
| 4 | Carriage of Material by Mechnical transport including loading, unloading and stacking at site all complete:
Sand below 40mm for an avg lead of 50 Km | 33.7 | Cum | 609.02 | ₹20,523.97 |
| 5 | Carriage of Material by Mechnical transport including loading, unloading and stacking at site all complete:
Stone aggregate above 40 mm for an avg lead of 30 Km | 63.81 | Cum | 436.22 | ₹27,835.2 |
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