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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.1 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹2.4 L+₹27,982.38 (13.2%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹3.2 L+₹1.0 L (49.5%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹3.9 L+₹1.8 L (84.5%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹6 L
EMD Value
₹12,000
Closing Date
27 Aug 2026, 6:00 pmClosed
xen
kalakote
Construction of Road from Nabni to Gahiyan Bana Gali Kalalkass B
2026_PWDJK_321561_6
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
₹12,000
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 | 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.
2.7.1 All kinds of soil :80%
2.7.2 Ordinary Rock 10%
2.7.3 Hard Rock: 10% | 1,750 | Cum | 257.83 | ₹4,51,202.5 |
| 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 : | 235 | Cum | 256.85 | ₹60,359.75 |
| 3 | PProviding 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.
20.6.1 Non-pressure NP-3 class (Medium duty) R.C.C. pipes)900 mm dia. R.C.C. pipe | 22.5 | Rmt | 3,951.65 | ₹88,912.13 |
stage.html
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tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
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details.html
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Tendernotice_1.pdf
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BOQ_1074330.xls
BOQ • 3.15 MB
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