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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.0 LAdmitted-Finance | -20.87% | ₹12.0 L | L1 | Admitted-Finance |
| 2 | L2₹12.6 LAdmitted-Finance | -16.65% | ₹12.6 L | L2 | Admitted-Finance |
| 3 | L3₹12.7 LAdmitted-Finance | -15.99% | ₹12.7 L | L3 | Admitted-Finance |
| 4 | L3₹12.7 LAdmitted-Finance | -15.99% | ₹12.7 L | L3 | Admitted-Finance |
| 5 | L4₹12.8 LAdmitted-Finance | -15.52% | ₹12.8 L | L4 | Admitted-Finance |
Tender Value
₹15.1 L
EMD Value
₹30,280
Closing Date
29 Jun 2026, 6:00 pmClosed
EE PWD Dn. Rajsamand
Rajsamand
CONSTUCTION OF BOUNDARY WALL IN EXCISE OFFICE BUILDING AT RAJSAMAND
2026_CEPWD_570963_5
NIT No. 04/2026-27 EE PWD Dn. Rajsamand
Open Tender
Civil Works
60 days
Rajsamand
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through Chalan
₹30,280
Yes
3 Jul 2026
25 Jun 2026
30 Jun 2026
25 Jun 2026
29 Jun 2026
25 Jun 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 )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil | 0.6 | Cum | - | - |
| 2 | Earth work in excavation/ by mechanical means (Hydraulic Excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m , disposed earth to be levelled and neatly dressed: Ordinary rock | 0.4 | Cum | - | - |
| 3 | Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift. | 0.48 | Cum | - | - |
| 4 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M10 grade Nominal Mix
1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). | 1 | Cum | - | - |
| 5 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings, strap beam, raft , bases of columns etc. | 0.2 | Sqm | - | - |
| 6 | Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for :Columns, pillars, posts and struts etc. | 1 | Sqm | - | - |
| 7 | Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.
M20 grade Nominal Mix / Design Mix | 0.4 | Cum | - | - |
| 8 | Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcement for Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.
M20 grade Nominal Mix / Design Mix | 1 | Cum | - | - |
| 9 | Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in:Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 0.28 | Cum | - | - |
| 10 | Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in :Cement Mortar 1:6 ( 1-Cement : 6-Sand). | 0.84 | Cum | - | - |
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