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Tender Value
₹12.9 Cr
EMD Value
₹25.7 L
Closing Date
7 Jul 2026, 6:00 pm
Similar tender results from the same govt authority in the past 3 years.
ACE PWD ZONE-I JAIPUR
ACE PWD ZONE-I JAIPUR
Construction of Road from Mana ki Dhani to Kotri Dhayalan Road Via Kerpura, Rampura, Barsinghpura, Aagloi, Govindpura, Dheerajpura, Dadia Rampura (Mana ki Dhani Khatundra)
2026_CEPWD_568920_4
NIT 01/2026-27 ACE PWD Zone I Jaipur
Open Tender
Civil Works
300 days
SIKAR
Please refer Tender Documents.
2 documents required · 2 mandatory
₹5,000
Through online eGRAS Challan Sikar 14116
₹25.7 L
Yes
ACE PWD ZONE-I JAIPUR
17 Jun 2026
17 Jun 2026
8 Jul 2026
17 Jun 2026
7 Jul 2026
17 Jun 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 | PART 'A' - BT ROAD | - | - | - | - |
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 | 10 | Hect | 10,374 | ₹1,03,740 | |
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 | 3,636.55 | Cum | 25 | ₹90,913.75 | |
Construction Embankment with Material Obtained from Roadway cutting.
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 | 3,636.55 | Cum | 33 | ₹1,20,006.15 | |
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 | 1,13,117.05 | Cum | 44 | ₹49,77,150.2 | |
Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method 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
pre mixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.Eloaderona 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 :Clause401]. By mechanicalmeans with a lead of 1 Km.For All Rajasthan except Bikaner ,Churu ,Hanumangarh and Sri Ganganagar For Grading-I Material | 18,926.76 | Cum | 773 | ₹1,46,30,385.48 | |
Extra rate for carriage of mixed material additional lead from in item 4.2 and 4.6 2nd Km. to 10th Km | 1,36,160.4 | Cum/P.Km | 4.25 | ₹5,78,681.7 | |
Water Bound Macadam Sub-base/base with Stone Screening
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 | 11,764.68 | Cum | 928 | ₹1,09,17,623.04 | |
Water Bound Macadam Sub-base/base with Stone Screening
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. Using Crusher Broken Aggregate. By Mechanical Means | 5,969.8 | Cum | 1,002 | ₹59,81,739.6 | |
Prime Coat
Low porosity
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per MoRTH Specification Clause 502 | 79,597.2 | Sqm | 28 | ₹22,28,721.6 |
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BOQ_1012448.xls
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04SBD_Mana_Ki_Dhani.pdf
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04Rate_Analysis_Mana_ki_Dhani_Khandela.pdf
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