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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Finance | -15.00% | ₹2.0 L | L1 | Admitted-Finance |
| 2 | L1₹2.0 LAdmitted-Finance | -15.00% | ₹2.0 L | L1 | Admitted-Finance |
| 3 | L2₹2.1 LAdmitted-Finance | -10.03% | ₹2.1 L | L2 | Admitted-Finance |
| 4 | L3₹2.1 LAdmitted-Finance | -8.00% | ₹2.1 L | L3 | Admitted-Finance |
| 5 | L4₹2.3 LAdmitted-Finance | -1.20% | ₹2.3 L | L4 | Admitted-Finance |
Updated dates
Tender Value
₹2.3 L
EMD Value
₹4,660
Closing Date
14 May 2026, 6:00 pmClosed
Er. Raman Kumar (Xen PWD Chenani)
PWD OFFICE CHENANI
Refer to BOQ
2026_PWDJK_309232_2
e-NIT No. 13 of 2026-27 dated 02-05-2026
Open Tender
Civil Works
30 days
Chenani
Refer to e-NIT/SBD
2 documents required · 2 mandatory
₹600
XEN PWD CHENANI
₹4,660
22 May 2026
2 May 2026
15 May 2026
2 May 2026
14 May 2026
2 May 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 manual means 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 irected:1 meter from cutting edge All kinds of soil : @90% + Ordinary rock @10%. | - | cum | - | - |
| 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 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size). | - | cum | - | - |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for: Foundations, footings, bases of columns for mass concrete. | - | sqm | 286.35 | - |
| 4 | Providing and laying damp-proof Course 50 mm thick with cement concrete 1:2:4 (1 cement:2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and curing complete | 1 | sqm | - | - |
| 5 | 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 | - | - |
| 6 | Carriage 0f material by mechanical transport including loading ,unloading and stacking at site complete Sand for an average lead 75 Kms and manual lead upto 200 mtr. | 1 | cum | - | - |
| 7 | Carriage of material by mechanical transport including loading ,unloading and stacking completed stone aggregate below 40 mm nominal size average lead up to 30 km. and head load 200 mtr. | 1 | cum | - | - |
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