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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹28.5 LAdmitted-Finance | -5.11% | ₹28.5 L | L1 | Admitted-Finance |
| 2 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹30 L
EMD Value
₹60,000
Closing Date
27 Apr 2026, 6:00 pmClosed
Commissioner M.C. Rajsamand
Municipal Council Rajsamand
Seth Ranglal Kothari Sarkari PG Collage Rajsamand me sabhagar nirman Rajsamand Ward no 03 (Nagar Parishad Rajsamand)
2026_DLB_552095_1
ENIT 03/2026-27 Date 15.04.2026
Open Tender
Civil Works
365 days
Rajsamand
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Commissioner M.C. Rajsamand and MDRISL Jaipur
₹60,000
Yes
1 May 2026
16 Apr 2026
28 Apr 2026
16 Apr 2026
27 Apr 2026
16 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 | Item Code |
|---|---|---|---|---|---|---|
| 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 | - | /cum | - | - | BI01010001010000000000000515BI0100001113 |
Carriage of Materials by mechanical transport including loading, unloading and stacking ::2 km | - | cum | - | - | BI01010001010000000000000515BI0100001114 | |
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 40mm nominal size). | - | /cum | - | - | BI01010001010000000000000515BI0100001115 | |
Reinforcement for R.C.C. work at all levels including straightening,cutting, bending, placing in position and binding all complete.Mild steel and Medium Tensile steel bars. | - | Kg | - | - | BI01010001010000000000000515BI0100001116 | |
Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | - | Sqm | - | - | BI01010001010000000000000515BI0100001117 | |
Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centring, shuttering, finishing and reinforcement - All work upto plinth level : 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size) | - | cum | - | - | BI01010001010000000000000515BI0100001118 | |
Random rubble masonry with hard stone in foundation and plinth :cement mortar with in cement mortar 1:4 (1 cement : 6coarse sand) | - | /cum | - | - | BI01010001010000000000000515BI0100001119 | |
Centring and shuttering with plywood or steel sheet upto two stories or height upto 7.5 metre above plinth level including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 | |
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets etc. upto two stories, excluding the cost of centring, shuttering and finishing :1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar. | - | cum | - | - | BI01010001010000000000000515BI0100001121 | |
Random rubble dry stone Kharanja (soling) under floor. | - | cum | - | - | BI01010001010000000000000515BI0100001122 |
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