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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹26.3 LAdmitted-Finance | +5.00% | ₹26.3 L | L1 | Admitted-Finance |
| 2 | L2₹26.8 L+₹52,500 (2.00%)Admitted-Finance | +7.10% | ₹26.8 L+₹52,500 (2.00%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹25 L
EMD Value
₹50,000
Closing Date
5 May 2026, 12:00 pmClosed
E.O.Nagarpalika Dag
E.O.Nagarpalika Dag
Construction of Road, Nala, Nali Work Ward No.01 to 20 and Other Maintenace Work at Nagarpalika Dag Dist Jhalawar
2026_DLB_552402_1
NIT No.01/2026-27_NP_DAG
Open Tender
Civil Works
Percentage
365 days
Dag
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
E.O.Nagarpalika Dag/MD RISL Jaipur
₹50,000
Yes
7 May 2026
20 Apr 2026
6 May 2026
20 Apr 2026
5 May 2026
20 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 |
|---|---|---|---|---|---|
| 1 | Earth Work in excavation for roadway , including trimming bottom and side slopes in accordance with requirement of line , grades and cross sections , including disposal of surplus materials with all lift and lead upto 1000m as per MORT&H specifications clause 30.1 in all type of soil | - | CUM | - | - |
| - | Earth work in excavations in foundations , trenches ,etc . Including dressing of sides and ramming of bottoms , including getting out the excavated material , refilling after laying pipe / foundation and disposal of surplus excavated material at alead up to 50m suitable site as per direction of Engineer for following depths , below natural ground / Road top level . Depth upto 1.5m | - | CUM | - | - |
| - | Carriage of materials by mechanical transport including loading , unloading and stacking . Earth Up to 1Km | - | CUM | - | - |
| - | Earth filling with available surplus soil excavated from foundations and taken onlynfrom outside of building plinth in layers not exceeding 20cm in depth , consolidating each deposited layer including ramming and watering and consolidation with lead up to 50m and lift upto 1.5km | - | CUM | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth leve 1:4:8 ( 1Cement :4fine / coarse sand : 8 Graded Stone aggregate 40mm nominal size | - | CUM | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth leve 1:1.5:3 ( 1Cement :1.5fine / coarse sand : 3Graded Stone aggregate 20mm nominal size | - | CUM | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work up to plinth leve 1:1.5:3 ( 1Cement :1.5fine / coarse sand : 3Graded Stone aggregate 20mm nominal size | - | CUM | - | - |
| - | Reinforcement for RCC Work at all levels including straightinning , cutting , bending , placing, in position and binding all complete . Thermo Mechanically Treated Bars | - | KG | - | - |
| - | Random Rubble Masonary with hard stone in foundation and plinth . Cement Mortar 1:6 (1Cement : 6 Coarse sand ) | - | CUM | - | - |
| - | Extra for random Rubble masonary with hard stone in super structure above plinth level and up to two stories | - | CUM | - | - |
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