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Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
1 Sept 2026, 6:00 pm6d left
SE PWD CIRCLE NAGAUR
SE PWD CIRCLE NAGAUR
Construction of BT Road Package No. RJ-24-25/ML/NP/2026-27 District Nagaur
2026_CEPWD_590586_25
NIT-NO-05/2026-27 SE PWD CIRCLE NAGAUR
Open Tender
Civil Works
Percentage
90 days
MERTA CITY
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
EGRASS CHALLAN OFFICE ID 5236
₹2.8 L
Yes
20 Aug 2026
20 Aug 2026
2 Sept 2026
20 Aug 2026
1 Sept 2026
20 Aug 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' _Road work : 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 | - | - | - | - |
| - | Jawli to Subdand in km 0/0 to 3/0 | - | Hect | 10,374 | - |
| - | MertaRoad Bassi to Gaushala inkm 0/0 to 1/500 | - | Hect | 10,374 | - |
| - | Gotan Fatak to Mangliyawas inkm 0/0 to 2/0 | 1 | Hect | 10,374 | ₹10,363.63 |
| 2 | Construction of Embankment with Material Obtained from Borrow Pits 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 | - | - | - | - |
| - | Jawli to Subdand in km 0/0 to 3/0 | - | Cum | 44 | - |
| - | MertaRoad Bassi to Gaushala inkm 0/0 to 1/500 | - | Cum | 44 | - |
| - | Gotan Fatak to Mangliyawas inkm 0/0 to 2/0 | - | Cum | 44 | - |
| 3 | 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, & compacting with smooth wheel roller to achieve the desired density, complete as per MoRTH Specification Clause 401. For Grading III Material | - | - | - | - |
| - | Jawli to Subdand in km 0/0 to 3/0 | - | Cum | 407 | - |
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