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Tender Value
₹11.3 Cr
EMD Value
₹22.7 L
Closing Date
16 Jul 2026, 6:00 pm
Addl. Chief Engineer PWD Zone - I Jodhpur
Addl. Chief Engineer PWD Zone - I Jodhpur
Widening and Strengthening work of Aamliya Bhimana Thandiberi road 0/00 to 11/00
2026_CEPWD_570314_12
NIT No 05 of 2026-27 ACE PWD Zone I Jodhpur
Open Tender
Civil Works - Roads
270 days
Pali
As per Tender documents
7 documents required · 7 mandatory
₹5,000
As per Tender documents
₹22.7 L
Yes
25 Jun 2026
25 Jun 2026
17 Jul 2026
25 Jun 2026
16 Jul 2026
25 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 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 . A. In area of thorny jungle | 5.43 | Hect | 12,746 | ₹69,210.78 |
| 2 | Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per MoRTH Specification Clause 301.3.5 Mechanical Means | 2,700 | Cum | 188 | ₹5,07,600 |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 | 11,470.21 | Cum | 25 | ₹2,86,755.15 |
| 4 | Construction of embankment with approved materials deposited at site obtained from roadway cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 | 11,470.21 | Cum | 33 | ₹3,78,516.8 |
| 5 | 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 | 13,200.1 | Cum | 44 | ₹5,80,804.31 |
| 6 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per MoRTH Specification Clause 202. By Mechanical Means : Bituminous courses & Granular Courses | 676.75 | Cum | 69 | ₹46,695.67 |
| 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. Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri
Ganganagar For Grading-II Material Hoda cutting | 7,090.28 | Cum | 438 | ₹31,05,544.39 |
| 8 | 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 | 3,801.18 | Cum | 407 | ₹15,47,080.26 |
| 9 | 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 a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri
Ganganagar | 14,222.54 | Cum | 1,044 | ₹1,48,48,329.67 |
| 10 | Extra rate for carriage of mixed material additional lead from in item
4.2 and 4.6Lead (iii) 2nd Km. to 10th Km | 14,222.54 | Cum/P.Km | 4.25 | ₹60,445.79 |
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