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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹34.1 LAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹34.9 L+₹77,271.51 (2.27%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹34.9 L+₹80,724.98 (2.37%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹36.3 L+₹2.2 L (6.44%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹38.0 L+₹3.9 L (11.4%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹43.2 L
EMD Value
₹86,340
Closing Date
11 Mar 2026, 6:00 pmClosed
Executive Engineer PWD Dn, Nimbahera
Office of the Executive Engineer PWD Dn, Nimbahera
1 - Construction of Khel Stadium at Peend block Badisadri
2026_CEPWD_543371_1
NIT No. 46/2025-26 EE PWD Dn Nimbahera
Open Tender
Civil Works
Percentage
180 days
Nimbahera
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through Egras Challan
₹86,340
Yes
17 Mar 2026
2 Mar 2026
12 Mar 2026
2 Mar 2026
11 Mar 2026
2 Mar 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 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30 cm measured at a height of 1 m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | - | Sqm | 5 | - |
| - | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300-1 and 300-2 with a lead upto 50 m as per MoRTH Specification Clause 305.3 | - | Cum | 58 | - |
| - | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge For 50 Mtr | - | Cum | 17.6 | - |
| - | Loosening, Levelling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300-1 and 300-2 for embankment construction as per MoRTH Specification Clause 305.3.4 | - | Cum | 13 | - |
| - | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. | - | Nos. | 10,605 | - |
| - | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. | - | Nos. | 9,847 | - |
| - | 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 | 0.6 | Cum | 175 | ₹104.98 |
| - | 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 using crusher broken aggregate 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size) | 1 | Cum | 3,302 | ₹3,301.67 |
| - | Construction of granular sub-base by providing well graded material, spreading in uniform layers with Tractor Mount Grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density,complete as per MoRTH Specification Clause 401.By Mix in Place Method, For Grading III Material | - | Cum | 450 | - |
| - | Supply & Stacking good soil of earth at site complete including loading unloading & Transportation etc. Good soil of earth | 1 | Cum | 240 | ₹239.98 |
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