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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹3.9 L+₹38,967.91 (11.0%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹4.0 L+₹41,339.18 (11.6%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹4.1 L+₹55,962.02 (15.7%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹4.7 L+₹1.1 L (32.2%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹7.9 L
EMD Value
₹15,800
Closing Date
27 Aug 2026, 6:00 pmClosed
xen
kalakote
Construction of Road from Treru to HS Treru.
2026_PWDJK_321561_10
eNIT No. 51 of 2026/27 dated 19/08/2026
Open Tender
Civil Works
Percentage
30 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
xen
₹15,800
2 Sept 2026
19 Aug 2026
28 Aug 2026
19 Aug 2026
27 Aug 2026
19 Aug 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 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and liftupto 1.5 m in -All kinds of soil. | 1,402 | sqm | 24.12 | ₹33,816.24 |
| 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: 2.9.1 All kinds of soil : | 86 | Cum | 256.85 | ₹22,089.1 |
| 3 | 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. AKS 70 OR 20 HR 10 | 432 | Cum | 278.38 | ₹1,20,260.16 |
| 4 | Supplying and stacking at site Graded crushed stone aggregate of size 63 mm to 45 mm | 210 | Cum | 1,204.15 | ₹2,52,871.5 |
| 5 | Supplying and stacking at site Graded crushed stone aggregate of size 13.2 mm nominal size | 32 | Cum | 1,204.15 | ₹38,532.8 |
| 6 | 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 density. | 210 | cum | 768.15 | ₹1,61,311.5 |
| 7 | 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 | 22.5 | rmt | 3,951.65 | ₹88,912.13 |
| 8Carriage of material by mechanical transport from source to the site of work including loading/unloading and stakcing complete. | |||||
| 8.1 | stone aggregate of size 63 mm to 45 mm for an av. 10 Kms disntace. | 210 | Cum | 303.34 | ₹63,701.4 |
| 8.2 | stone aggregate of size 13.2 mm nominal sizebajree 10km distance | 32 | Cum | 279.04 | ₹8,929.28 |
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