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Tender Value
₹6.8 Cr
EMD Value
₹13.7 L
Closing Date
23 Jun 2026, 6:00 pm
EE, ADA Ajmer
ADA, Ajmer
Widening and Strengthening of Road from Chamunda Chouraha to Varun Sagar Gate, Ajmer
2026_ADA_564545_2
7/2026-27 (1)
Open Tender
Civil Works - Roads
270 days
ADA
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
Yes
ADA, Ajmer
₹13.7 L
Yes
Director Engineering, ADA, Ajmer
4 Jun 2026
4 Jun 2026
24 Jun 2026
4 Jun 2026
23 Jun 2026
4 Jun 2026
11 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.Mechanical Means In area of thorny jungle | 1.43 | Hect | 15,386 | ₹22,001.98 |
| 2 | Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately | 225 | Cum | 632 | ₹1,42,200 |
| 3 | Dismantling of Flexible Pavements
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 202By Mechanical Means Bituminous Courses & Granular Courses | 431.25 | Cum | 100 | ₹43,125 |
| 4 | 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 | 3,375 | Cum | 31 | ₹1,04,625 |
| 5 | Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a
truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per MoRTH Specification Clause 301.3.5. | 2,088 | Cum | 127 | ₹2,65,176 |
| 6 | 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 | 4,500 | Cum | 58 | ₹2,61,000 |
| 7 | Earthwork in excavation for structures as per drawing and MoRTH specifications Clause 304.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto
a lead of 50 m, dressing of sides and bottom and backfilling in trenches with
excavated suitable material.Ordinary soil
Upto 3 m depth | 6,540 | Cum | 178 | ₹11,64,120 |
| 8 | 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-VI Material | 4,095 | Cum | 869 | ₹35,58,555 |
| 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 aintenance of diversion, etc as per Tables 400-12 & 400-13 and MoRTH Specification Clause 406. Clause 406) by mechanical means with all lead | 4,331.25 | Cum | 1,147 | ₹49,67,943.75 |
| 10 | 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 | 17,325 | Sqm | 31 | ₹5,37,075 |
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