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Tender Value
₹16.5 Cr
EMD Value
₹33.0 L
Closing Date
28 Jul 2026, 6:00 pm
ACE PWD ZONE AJMER
ACE PWD ZONE AJMER
Widening and Strengthening work of Chiknas to igyasani (NH-58) via Sarasanda - Nimbola Kallan - Bachhwas - Polas road Km 0/0 to 19/0 (BA 2026-27).
2026_CEPWD_571036_1
NIT-NO-10/2026-27 ACE PWD ZONE AJMER
Open Tender
Civil Works
330 days
DEGANA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,000
EGRASS CHALLAN OFFICE ID 32425/BG
₹33.0 L
Yes
25 Jun 2026
25 Jun 2026
31 Jul 2026
25 Jun 2026
28 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 | Part "A" BT Road Work :- Construction of reference bench mark (1 No.), working bench mark (4 Nos.) and near all drainage structures and bridges (as per direction of Engineer-in-charge), reference pillar/ burgees @ 50m interval on both side of formation width including marking of centre line, setting out curves, recording of levels,white washing and lettering etc. complete as per MoRTH specifications cl. | - | Each | 46,958 | - |
| 2 | 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 | - | P. Hect. | 10,374 | - |
| 3 | 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 | - | P. Cum | 69 | - |
| 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 | 0.2 | P. Cum | 25 | ₹5 |
| 5 | Construction of 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 | 0.2 | P. Cum | 33 | ₹6.6 |
| 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 | 1 | P. Cum | 44 | ₹43.96 |
| 7 | Granular Sub-Base with Close Graded Material (Table:- 400-1) 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 with a lead of 1 Km. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar, For Grading-III Material | - | P. Cum | 738 | - |
| 8 | 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 | - | P. Cum | 1,044 | - |
| 9 | Extra rate for carriage of mixed material additional lead from in above item | - | P. Cum | 21.25 | - |
| 10 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) using truck mounted sprayer 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 | 0.29 | P.Sqm | 28 | ₹8.12 |
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