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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹66.9 LAdmitted-Fee/PreQual/Technical/Finance | L1 | Admitted-Fee/PreQual/Technical/Finance | ||
| 2 | L2₹79.1 L+₹12.2 L (18.3%)Admitted-Fee/PreQual/Technical/Finance | L2 | Admitted-Fee/PreQual/Technical/Finance | ||
| 3 | L3₹86.4 L+₹19.5 L (29.2%)Admitted-Fee/PreQual/Technical/Finance | L3 | Admitted-Fee/PreQual/Technical/Finance | ||
| 4 | Not Admitted-Fee/PreQual/Technical/Finance | - | Not Admitted-Fee/PreQual/Technical/Finance Others-Item no not mentioned on the Tender document, Division name NIT no and item no not mentioned on the EMD |
Tender Value
₹1.0 Cr
EMD Value
₹2.0 L
Closing Date
20 Aug 2026, 4:00 pmClosed
office of the ExEn Div Vailoo
office of the ExEn Div Vailoo
Revival of Kuthair Spring by way of Restoration/Conservation of spring outlet, construction of Guard room and Toilet block
2026_PWDJK_320851_6
ENIT36DivisionVailoo26-27
Open Tender
Civil Works
Percentage
240 days
Vailoo
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,600
Centralized Designated pooling Account
₹2.0 L
22 Aug 2026
13 Aug 2026
21 Aug 2026
13 Aug 2026
20 Aug 2026
13 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 | Spring Outlet : 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.Ordinary Rock | - | Cum | 0.6 | - |
| 2 | Providing/Laying Stone soling hand packed on level in foundation trenches including carriages of Stones and H.L | 1 | Cum | 0.2 | ₹0.2 |
| 3 | Providing and laying in position lime concrete with graded stone/brick aggregate 40 mm nominal size and 40% mortar comprising of 1:1:1 (1 lime putty: 1surkhi: 1fine sand) including curing complete but excluding cost of centering andshuttering. All works upto plinth level with: Graded Stone Aggregate. | 1 | Cum | 0.4 | ₹0.4 |
| 4 | 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 required level . 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). | - | Cum | 0.4 | - |
| 5 | Providing and laying chisel dressed Devri Stone of size 300x200 mm face in cement mortar 1: 6 (1 cement : 6 coarse sand) upto plinth level including curing. One face dressed. Rough chisel dressed | - | Sqm | 1 | - |
| 6 | Providing and laying a Devri Cornice in position to the required-line, level and curvature jointed with cement 1:3 (1 cement: 3 coarse sand) including making joints with or without joints with or without grooves (thickness of the joints except at sharp curve shall not be more than 5mm) including making draining opening wherever required compete ete as per direction of EIC (length of finished cornice stone edging shall be measured for payment) | - | Rm | 0.8 | - |
| 7 | Providing and laying of rough chiseled Devri stone crossing laid over existing devri pedestals including grouting of joints with lime mortor completenot less than 200 mm in arches including carriage. | - | Sqm | 0.2 | - |
| 8 | Rough cheselling of existing heritage stone as per the heritage pattern at site, laying in lime surkhi mortar including pointing as per the design and pattern available at site complete. | - | Sqm | 0.4 | - |
| 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Thermo-Mechanically Treated bars of grade Fe-500D or more. | - | kgs | 0.2 | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of formwork (I) Foundations, footings, bases of columns etc. . | - | Sqm | 0.8 | - |
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