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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹54.9 LAdmitted-Finance | -15.99% | ₹54.9 L | L1 | Admitted-Finance |
| 2 | L2₹55.5 L+₹64,048 (1.17%)Admitted-Finance | -15.01% | ₹55.5 L+₹64,048 (1.17%) | L2 | Admitted-Finance |
| 3 | L3₹58.7 L+₹3.8 L (7.00%)Admitted-Finance | -10.11% | ₹58.7 L+₹3.8 L (7.00%) | L3 | Admitted-Finance |
| 4 | L4₹59.9 L+₹5.0 L (9.07%)Admitted-Finance | -8.37% | ₹59.9 L+₹5.0 L (9.07%) | L4 | Admitted-Finance |
Tender Value
₹66.0 L
EMD Value
₹1.3 L
Closing Date
1 Jun 2026, 6:00 pmClosed
Superintending Engineer PWD Circle Sawai Madhopur
Superintending Engineer PWD Circle Sawai Madhopur
Construction and Development of Sports Stadium in Garm Batoda (Bamanwas)
2026_CEPWD_562130_3
E-NIT No. 02/2026-27 SE PWD Circle Sawai Madhopur
Open Tender
Civil Works
Percentage
180 days
Sawai Madhopur
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,500
Egras Office ID 32828
₹1.3 L
Yes
3 Jun 2026
25 May 2026
2 Jun 2026
25 May 2026
1 Jun 2026
25 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 | 200 Mtr Synder Atheletic Track | - | - | - | - |
| - | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.:All Kinds of soil. | - | Sqm | 9 | - |
| - | 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 (i) Earth, Sand, Lime, Morrum manure or sludge | - | Cum | 121.8 | - |
| - | Granular Sub-base with Well Graded Material (Table 400-1), By Mix in Place Method, 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 | - | Cum | 450 | - |
| - | Wet Mix Macadam, Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406., By Mechanical Means with all lead | - | Cum | 1,147 | - |
| - | Basket Ball Court | - | - | - | - |
| - | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) By Mechanical Means In area of thorny jungle | 1 | Hect | 12,513 | ₹12,500.49 |
| - | Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr.: | - | Sqm | 9 | - |
| - | 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 (i) Earth, Sand, Lime, Morrum manure or sludge | - | Cum | 121.8 | - |
| - | 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). | - | Cum | 3,302 | - |
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BOQ_1000286.xls
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