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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹54.1 LAdmitted-Finance | -14.99% | ₹54.1 L | L1 | Admitted-Finance |
| 2 | L2₹57.3 LAdmitted-Finance | -5.00% | ₹57.3 L | L2 | Admitted-Finance |
| 3 | L3₹60.7 LAdmitted-Finance | -10.50% | ₹60.7 L | L3 | Admitted-Finance |
| 4 | L4₹69.7 LAdmitted-Finance | -1.10% | ₹69.7 L | L4 | Admitted-Finance |
Updated dates
Tender Value
₹63.3 L
EMD Value
₹1.3 L
Closing Date
18 May 2026, 6:00 pmClosed
EXECUTIVE ENGINEER
RSAMB DIV UDAIPUR
Construction of Athletic Track (400 Mtr.) and Volly Ball Court (Synthetic) 01 No. under Phase-II in Eklavya Residential School GUMANPURA, Pkg.01/EMRS/DPR Distt. Dungarpur
2026_RSAMB_555706_6
RSAMB/UDAIPUR/NIB-02/2026-27
Open Tender
Civil Works
180 days
DUNGARPUR
Please refer Tender documents.
4 documents required · 4 mandatory
₹1,000
EE, RSAMB
₹1.3 L
Yes
22 May 2026
2 May 2026
20 May 2026
2 May 2026
18 May 2026
2 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 | Item Code |
|---|---|---|---|---|---|---|
Athletic Track (400 Mtr.) | - | - | - | - | 15975365986 | |
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means In area of thorny jungle | 2.16 | Hect. | 15,386 | ₹33,233.76 | - | |
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | 2,280 | Cum | 31 | ₹70,680 | - | |
Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5 | 3,240 | cum | 44 | ₹1,42,560 | - | |
Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MoRTH Specification Clause 301.3.5 Mechanical Means | 3,240 | cum | 236 | ₹7,64,640 | - | |
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. All kinds of soils | 72 | cum | 178 | ₹12,816 | - | |
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. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size). | 24 | cum | 3,302 | ₹79,248 | - | |
Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement mortar 1 : 6 (1 cement : 6 coarse sand) | 138 | cum | 4,990 | ₹6,88,620 | - | |
Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth | 1,269.82 | cum | 240 | ₹3,04,756.8 | - | |
Spreading of manure , good earth in required thickness (cost of manure and good earth to be separately ) | 1,269.82 | cum | 24 | ₹30,475.68 | - |
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