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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹12.9 LAdmitted-Finance | -11.83% | ₹12.9 L | L1 | Admitted-Finance |
Tender Value
₹15 L
EMD Value
₹30,000
Closing Date
29 Jun 2026, 5:00 pmClosed
EE PWD Dn. Sikandra
EE PWD Dn. Sikandra
LEVELLING DRESSING HELIPAD APPROACH ROAD AND OTHER WORK FOR VVIP VISIT AT SIKRAI
2026_CEPWD_571771_5
Short Term NIT 05/2026-27 EE PWD Dn. Sikandra (Dausa)
Open Tender
Civil Works
Percentage
Under Jurisdiction of Dn. Sikandra
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Through online EGras Challan Office ID 5134
₹30,000
Yes
13 Jul 2026
29 Jun 2026
30 Jun 2026
29 Jun 2026
29 Jun 2026
29 Jun 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 grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRTH Specification Clause 201 By Manual Means | - | P.Hect. | 8,720 | - |
| - | 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 | - | P.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 | - | P.Cum | 58 | - |
| - | 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.For Grading-I Material | - | Cum | 882 | - |
| - | 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 | - |
| - | Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602. with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 | - | Sqm | 1,146 | - |
| - | Compacting original ground supporting embankment 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 | - |
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Bid_Approach_Road_Levelling.pdf
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BOQ_1017435.xls
BOQ • 0.29 MB
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