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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | -5.11% | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 Cr−₹3.1 L (1.99%)Admitted-Finance | -7.00% | ₹1.5 Cr−₹3.1 L (1.99%) | L2 | Admitted-Finance |
| 3 | L3₹1.6 Cr+₹6.8 L (4.33%)Admitted-Finance B 11 B JAIPUR TOWER ALL INDIA RADIO M I ROAD JAIPUR 302001 JAIPUR TOWER MI ROAD JAIPUR RAJASTHAN 302001 INDIA | JAIPUR | RAJASTHAN | 302001 | -1.00% | ₹1.6 Cr+₹6.8 L (4.33%) | L3 | Admitted-Finance |
| 4 | L4₹1.7 Cr+₹17.0 L (10.8%)Admitted-Finance | +5.11% | ₹1.7 Cr+₹17.0 L (10.8%) | L4 | Admitted-Finance |
Tender Value
₹2.5 Cr
EMD Value
₹5.0 L
Closing Date
26 Feb 2026, 2:00 pmClosed
Director Technical
Paryatan Bhawan, 3rd floor, opp. Vidhayakpuri Police Station, MI road Jaipur
Construction and development works at Thakur ji Mandir, Bhankrota, Jaipur
2026_RTDC_536385_2
NIT no 16 2124 dated 03-02-2026
Open Tender
Civil Works
Percentage
Jaipur bhankrota
Please refer tender document
2 documents required · 2 mandatory
₹5,000
General Manager works RTDC
₹5.0 L
19 Mar 2026
7 Feb 2026
26 Feb 2026
7 Feb 2026
26 Feb 2026
7 Feb 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 | 150 | Sqm. | 35 | ₹5,250 |
| 2 | Earth work in excavation by mechanical means (HydraulicExcavator )/ manual means in foundation trenches or drains(not exceeding 1.5 m in width or 10 sqm on plan) includingdressing of sides and ramming of bottoms, lift upto 1.5 m,including taking out the excavated soil and depositing andrefilling of jhiri with watering & ramming and disposal ofsurplus excavated soil as directed with in a lead of 50 meter.All kinds of soils | 1,300 | Cum. | 178 | ₹2,31,400 |
| 3 | Carriage for earth, Sand, Lime, Morrum manure or sludge lead upto 10 km | 220 | Cum. | 165 | ₹36,300 |
| 4 | 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). | 230 | Cum. | 2,838 | ₹6,52,740 |
| 5 | 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. | 1,100 | Cum. | 64 | ₹70,400 |
| 6 | Random rubble dry stone Kharanja under floor. | 180 | Cum. | 932 | ₹1,67,760 |
| 7 | 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 20mm nominal size). | 200 | Cum. | 3,847 | ₹7,69,400 |
| 8 | M-40,80mm thick to be used in medium- traffic ( Medium traffic is defined as a daily traffic of 150-450 commercial vehicles exceeding 30 KN laden weight, or an equivalent of 0.5 to 2.0 MSA for a design life of 20 years.) like city streets, small and medium market roads, low volume roads, utility cuts on arterial roads, etc
Category ‘C’not denated on any it’s faces like Hexagon, Rectangular, square shape as per IRC SP 63:2004 | 80 | Sqm. | 1,003 | ₹80,240 |
| 9 | Fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:4 ( 1cement : 4 coarse sand) with joints finished flush. Red Sand stone size not less than 1350 Cm2, 50 mm | 90 | Sqm. | 1,392 | ₹1,25,280 |
| 10 | Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for PRE-CONSTRUCTIONAL Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which aproch is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion) . | 650 | Sqm. | 47 | ₹30,550 |
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