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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.6 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹7.1 L+₹1.5 L (25.8%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹7.1 L+₹1.5 L (26.1%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹7.9 L+₹2.3 L (40.4%)Admitted-Finance 03 SHIAH SHIAH BHUNTER NEENU KULLU HIMACHAL PRADESH 175141 | KULLU | HIMACHAL PRADESH | 175141 | L4 | Admitted-Finance | ||
| 5 | L5₹8.4 L+₹2.8 L (48.9%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹12 L
EMD Value
₹24,000
Closing Date
10 Apr 2026, 6:00 pmClosed
xen
kalakote
Construction of link road at Ward NO. 02 Panchayat Kothian, Village Balli Bhavan
2026_PWDJK_307067_1
eNIT No. 01 of 2026/27 Dated 01/04/2026
Open Tender
Civil Works
Percentage
30 days
kalakote
Please refer Tender documents.
3 documents required · 3 mandatory
₹600
xen
₹24,000
16 Apr 2026
1 Apr 2026
11 Apr 2026
1 Apr 2026
10 Apr 2026
1 Apr 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 |
|---|---|---|---|---|---|
| - | 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. All kinds of soil : 70% OR 10% HR 20% | - | Cum | - | - |
| - | 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: AKS | - | Cum | - | - |
| - | 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. | - | cum | - | - |
| - | 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: 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| - | 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 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| - | Dry random rubble masonry with hard stone in foundation and plinth:
Without bond stone | - | cum | - | - |
| - | 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: 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for: | - | - | - | - |
| - | Foundations, footings, bases of columns etc. for mass concrete | - | Sqm | - | - |
| - | 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. 600 mm dia. R.C.C. pipe | - | rmt | - | - |
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BOQ_996512.xls
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