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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.0 LAdmitted-Finance | -30.91% | ₹2.0 L | L1 | Admitted-Finance |
| 2 | L2₹2.2 L+₹24,273.23 (12.2%)Admitted-Finance | -22.51% | ₹2.2 L+₹24,273.23 (12.2%) | L2 | Admitted-Finance |
| 3 | L3₹2.4 L+₹39,906.34 (20.0%)Admitted-Finance | -17.10% | ₹2.4 L+₹39,906.34 (20.0%) | L3 | Admitted-Finance |
Tender Value
₹3 L
EMD Value
₹6,000
Closing Date
4 Jun 2026, 6:00 pmClosed
EE PWD DIV. NAINWA
EE PWD DIV. NAINWA
Flood Restroration work on Various road in Sub Division I Nainwa
2026_CEPWD_562862_5
EE PWD DIV. NAINWA NITNO-05/2026-27
Open Tender
Civil Works
Percentage
120 days
BUNDI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
500 EE PWD DIV. NAINWA
₹6,000
Yes
5 Jun 2026
27 May 2026
5 Jun 2026
27 May 2026
4 Jun 2026
27 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 | Hydraulic Excavator 0.9 cum @ Excavation 100 cum/h | 135 | P.hour | - | - |
| 2 | Supplying, filling and stitching of empty cement bags either of plastic or jute with earth available at site, of weight not less than 40 Kg., including excavation etc. complete. | 500 | P.Bag | - | - |
| 3 | Labour charges for making cofferdam by loading, transporting earth-filled cement bags, dropping at required location in water including transportation by boat (if required) complete, excluding cost of empty cement bags. with lead 50 mtr to 100 Mtr. | 500 | P.Bag | - | - |
| 4 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50m as per MoRTH Specification Clause 305.3 | 555 | P.Cum | - | - |
| 5 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge For 1 Km. | 555 | P.Cum | - | - |
| 6Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905. | |||||
| 6.01 | 1000 mm dia | 7.5 | P.Rmt | - | - |
| 6.02 | 600 mm dia | 7.5 | P.Rmt | - | - |
| 7 | 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. For Grading III Material | 57.6 | P.Cum | - | - |
| 8 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table 400-1,400-2 or any other course material as per design mix, as per CBR in sub base course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.E loader on a prepared base and compacting with vibratory roller to achieve desired density (as per I.S.2720) including all material, labor, machinery, lighting guarding, barricading and maintenance of diversion complete. [MoRTH specification : Clause 401]. By mechanical means with a lead of 1 Km. For Grading-II Material | 112.5 | P.Cum | - | - |
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