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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹23.8 LAdmitted-Fee/PreQual/Technical/Finance | -1.00% | ₹23.8 L | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹23.9 L+₹12,005.92 (0.51%)Admitted-Fee/PreQual/Technical/Finance | -0.50% | ₹23.9 L+₹12,005.92 (0.51%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | - | Not Admitted-Fee/PreQual/Technical/Finance Others-GST Registration not uploaded |
Tender Value
₹28.3 L
EMD Value
₹56,664
Closing Date
10 Aug 2026, 4:00 pmClosed
office of the ExEn Div Vailoo
office of the ExEn Div Vailoo
Construction of internal road with side drain at MRF centre Kherepora Kokernag
2026_PWDJK_318277_6
ENIT29DivisionVailoo26-27
Open Tender
Civil Works
Percentage
120 days
Vailoo
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,100
Centralized Designated pooling Account
₹56,664
Yes
12 Aug 2026
28 Jul 2026
11 Aug 2026
28 Jul 2026
10 Aug 2026
28 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 foundationn treanchs or drain (not exceeding 1.5 m width or 10 sqm on plan) including dressing of site and ramming of bottoms lift upto 1.5 m incl getting out the excavated soil and disposal of surplus excavated soil as directed, within lead of 50 m . Hard Rock (Blasting Prohibited) | 1 | Cum | 0.8 | ₹0.8 |
| 2 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil : | - | Sqm | 0.4 | - |
| 3 | Providing and laying dry stone soling(100mm size ) Duly hand packed (quarry) & consolidated with hand Rammers complete job. | - | Cum | 0.2 | - |
| 4 | Providing and laying in position cement concrete of 1:4:8 ratio including curring but excluding cost of centring shuttering and carriage All work upto plinth level using coarse sand and 40 mm nominal size) complete Job. | - | Cum | 0.4 | - |
| 5 | Providing and laying in position specified grade of cement concrete excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level in 1:2:4 (1 cement :2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | 1 | Cum | - | - |
| 6 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) | 1 | Cum | 0.4 | ₹0.4 |
| 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level .Thermo-Mechanically Treated bars of grade Fe-500D or more. | 1 | Kg | 0.2 | ₹0.2 |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations | - | Sqm | 0.8 | - |
| 9 | P/F OF 100MM pvc HOLES AS PER DIRECTION OF ENGINEER ON CHARGE | - | No | 0.6 | - |
| 10 | Carriage of materials by mechanical transport from source of supply upto site of work Sand and aggregate 30 kms | - | Cum | - | - |
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