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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹65.6 LAdmitted-Finance | -16.99% | ₹65.6 L | L1 | Admitted-Finance |
| 2 | L2₹68.0 L+₹2.5 L (3.75%)Admitted-Finance | -13.88% | ₹68.0 L+₹2.5 L (3.75%) | L2 | Admitted-Finance |
Tender Value
₹93.2 L
EMD Value
₹1.9 L
Closing Date
10 Sept 2026, 6:00 pmClosed
AS PER NIT AND TENDER DOCUMENT
AS PER NIT AND TENDER DOCUMENT
CONSTRUCTION OF VR FROM SH-01 KHARERA TO KAMDHENU SEWA and ANUSANDHAN SANSTHAN KHARERA UCHCHAIN UNDER DIVISION NADBAI DISTRICT BHARATPUR
2026_CEPWD_593960_1
NIT NO 03/2026-27 SE PWD CIRCLE BHARATPUR
Open Tender
Civil Works - Roads
Percentage
120 days
AS PER NIT AND TENDER DOCUMENT
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
AS PER NIT AND TENDER DOCUMENT
₹1.9 L
Yes
18 Sept 2026
1 Sept 2026
11 Sept 2026
1 Sept 2026
10 Sept 2026
1 Sept 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 | PART A - EARTH AND WBM WORK | - | - | - | - |
| 2 | Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per MoRTH Specification Clause 201.By Mechanical Means. In area of non-thorny jungle | - | - | - | - |
| 3 | SH-01 TO KAMDHENU SEWA EVAM ANUSANDHAN SANSTHAN KHARERA | 1.76 | HECT | 10,374 | ₹18,258.24 |
| 4 | Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, 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 Add extra Carriage of earth, sand, lime with a lead for 5.0 KM | - | - | - | - |
| 5 | SH-01 TO KAMDHENU SEWA EVAM ANUSANDHAN SANSTHAN KHARERA | 21,375 | Cum | 90.2 | ₹19,28,025 |
| 6 | 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 1 material | - | - | - | - |
| 7 | SH-01 TO KAMDHENU SEWA EVAM ANUSANDHAN SANSTHAN KHARERA | 2,090 | Cum | 773 | ₹16,15,570 |
| 8 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404.Using Crusher Broken Aggregate , By Mechanical Means | - | - | - | - |
| 9 | SH-01 TO KAMDHENU SEWA EVAM ANUSANDHAN SANSTHAN KHARERA | 377.69 | Cum | 928 | ₹3,50,496.32 |
| 10 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate ( SIZE RANGE 53 MM TO 22.4MM ) | - | - | - | - |
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