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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.5 LAdmitted-Finance | -46.08% | ₹20.5 L | L1 | Admitted-Finance |
| 2 | L2₹21.4 L+₹87,176.14 (4.25%)Admitted-Finance | -43.79% | ₹21.4 L+₹87,176.14 (4.25%) | L2 | Admitted-Finance |
| 3 | L3₹23.9 L+₹3.5 L (16.9%)Admitted-Finance | -36.99% | ₹23.9 L+₹3.5 L (16.9%) | L3 | Admitted-Finance |
| 4 | L4₹24.7 L+₹4.3 L (20.8%)Admitted-Finance | -34.88% | ₹24.7 L+₹4.3 L (20.8%) | L4 | Admitted-Finance |
Tender Value
₹38 L
EMD Value
₹76,000
Closing Date
24 Jul 2026, 6:00 pmClosed
xen
kalakote
Permanant restoration of road from Kathyala to GMS Muku
2026_PWDJK_316769_1
eNIT No 35 of 2026/27 dated 18/07/2026
Open Tender
Civil Works
Percentage
30 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
xen
₹76,000
31 Aug 2026
18 Jul 2026
25 Jul 2026
18 Jul 2026
24 Jul 2026
18 Jul 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 | 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: 2.9.1 All kinds of soil : | 507 | Cum | 256.85 | ₹1,30,222.95 |
| 2 | 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. .1 All kinds of soil 80% O.R 10% H.R 10% | 3,864 | cum | 257.83 | ₹9,96,255.12 |
| 3 | Supplying and stacking of graded stone aggregate at site of size range. (Excluding Carriage) 63 mm to 45mm | 823 | Cum | 1,204.15 | ₹9,91,015.45 |
| 4 | Supplying and stacking at site stone screening of size (excluding carriage) 13.2 mm nominal size (Type A) | 123 | Cum | 1,204.15 | ₹1,48,110.45 |
| 5 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density3 mm to 45mm /53mm to 22.4mm | 823 | Cum | 768.15 | ₹6,32,187.45 |
| 6 | Providing and laying non-pressure of specified class R.C.C. pipes
including collars/spigot jointed with stiff mixture of cement mortar in the
proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc.
complete. 900 mm dia. R.C.C. pipe (complete job) | 37.5 | rmt | 3,951.65 | ₹1,48,186.88 |
| 7Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | |||||
| 7.1 | Aggregate 63-45mm above 50 kms | 823 | Cum | 805.64 | ₹6,63,041.72 |
| 7.2 | Stone screening for an avg distance 50km distance | 123 | Cum | 741.14 | ₹91,160.22 |
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