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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.0 CrAdmitted-Finance | -15.38% | ₹3.0 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.1 Cr+₹10.0 L (3.36%)Admitted-Finance | -12.54% | ₹3.1 Cr+₹10.0 L (3.36%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | - | Rejected-Technical NON RESPONSIVE DUE TO LITIGATION WORK AND SIMILAR NATURE OF WORK NOT ATTACHED |
Tender Value
₹4.1 Cr
EMD Value
₹8.3 L
Closing Date
20 Aug 2026, 6:00 pmClosed
ASHOK KUMAR TANWAR ACE PWD ZONE AJMER
TODARMAL MARG AJMER
Strengthening and widening of road from Savitri Mata Temple to Ganaheda Railway crossing BA 2026-27
2026_CEPWD_580378_1
NIT No. 16/2026-27/ACE PWD ZONE AJMER
Open Tender
Civil Works
Percentage
240 days
AJMER
Please refer Tender documents.
6 documents required · 6 mandatory
₹5,000
Yes
E.E. PWD DISTT. DN. AJMER/MD RISL JAIPUR BY EGRAS
₹8.3 L
Yes
11 Sept 2026
1 Aug 2026
24 Aug 2026
1 Aug 2026
20 Aug 2026
1 Aug 2026
1 Aug 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 |
|---|---|---|---|---|---|
| 2 | WORK | - | - | - | - |
| 3 | DESCRIPTION OF WORK | - | - | - | - |
| 4 | 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 thorny jungle | 0.8 | Hect | 12,746 | ₹10,196.8 |
| 5 | 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 | 7,370.58 | Cum | 25 | ₹1,84,264.5 |
| 6 | 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 | 1,323 | Cum | 44 | ₹58,212 |
| 7 | Carriage of Earth, Sand, Lime, Morrum manure or sludge including loading unloading with 5 Km lead | 1,323 | Cum | 63.8 | ₹84,407.4 |
| 8 | Milling of distress bitumenous layer upto 70mm depth in a single pass with suitable milling machine (capable of milling @ 200&300 sqm of area per hr) fitted with loading conveyer of loading the filled material directly on the trucks i/c hauling and stock pilling the reclaiming to bring to required specification to reuse with the approval of engineer - in - charge for safe disposal; with all leads and lifts complete in all respect as directly by Engineer - in- charge.
*Note : The unutilized quality of reclaimed bituminous mix material shall be recovered. | 11,790 | Sqm | 22 | ₹2,59,380 |
| 9 | 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. | 3,287 | Cum | 751 | ₹24,68,537 |
| 10 | 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. | 3,287 | Cum | 1,044 | ₹34,31,628 |
| 11 | 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 | 12,355.35 | Sqm | 28 | ₹3,45,949.8 |
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