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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹20.3 LAdmitted-Finance | -1.00% | ₹20.3 L | L1 | Admitted-Finance |
| 2 | L2₹21.1 L+₹82,007.93 (4.04%)Admitted-Finance | +3.00% | ₹21.1 L+₹82,007.93 (4.04%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹20.5 L
EMD Value
₹41,000
Closing Date
11 May 2026, 6:00 pmClosed
EO MB SHAHPURA
EO MB SHAHPURA
Construction of Vishranti Graha at Shamshan Ghat Asind Road
2026_DLB_555625_20
NIT-01/2026-27/350-SHAHPURA
Open Tender
Civil Works
Percentage
180 days
Shahpura
Please refer Tender Document
3 documents required · 3 mandatory
₹500
EO MB SHAHPURA/ MD RISL Jaipur
₹41,000
Yes
14 May 2026
5 May 2026
13 May 2026
5 May 2026
11 May 2026
5 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 in foundation, 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 a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | 137 | Cum | 164 | ₹22,468 |
| 2 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | 52 | Cum | 3,360 | ₹1,74,720 |
| 3 | Random rubble masonry with hard stone in foundation and plinth :Cement mortar 1:6 (1 cement : 6 coarse sand) | 56 | Cum | 3,190 | ₹1,78,640 |
| 4 | Earth filling with available surplus soil excavated from foundations and taken only from 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 1.5m. | 78.46 | Cum | 98 | ₹7,688.84 |
| 5 | Filling in plinth with river sand under floors including watering ramming consolidating and dressing complete including cost of sand. | 39 | Cum | 581 | ₹22,659 |
| 6 | Random rubble dry stone Kharanja (soling) under floor. | 39 | Cum | 1,360 | ₹53,040 |
| 7Centring and shuttering upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : | |||||
| 7.1 | A. Foundations, footings, bases of columns, etc. for mass concrete. | 131 | Sqm | 162 | ₹21,222 |
| 7.2 | B. Lintels, beams, plinth beams, girders, bressumers and cantilevers. | 81 | Sqm | 269 | ₹21,789 |
| 7.3 | C.Columns, Pillars, Piers, Abutments, Posts and Struts. | 29 | Sqm | 254 | ₹7,366 |
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