Tender For Road Repair Work On Jaipur-Bhilwara Road For Various Damaged Portion In Between Ch. Km. 100/00 To 125/000
Tender Value
1.73 Crore
Estimated cost
Bid Submission
12 Oct 2026
0 days left
EMD
3.46 Lakhs
Bank guarantee accepted
Document Fee
2360
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Road Repair Work On Jaipur-Bhilwara Road For Various Damaged Portion In Between Ch. Km. 100/00 To 125/000
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting wild vegetation ,grass, bushes, shrubs,saplings and trees of girth upto 300mm ,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 of1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per MoRTH Specification Clause 201 By Mechanical Means In area of thorny jungle |
| 2 | 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 All Rajasthan except Bikaner,Churu,Hanumangarh and SriGanganagar For Grading II Material |
| 3 | 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/chaulingand stock pilling there claiming to bring to required specification to reuse with the approval of engineer-in-charge for safe disposal;withall leads and lifts complete in all respect as directlyby Engineer - in- charge.*Note : The unutilized quality of reclaimed bituminous mix material shall be recovered. |
| 4 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (PugMill), 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 SriGanganagar |
| 5 | Extra rate for carriage of mixed material additional lead from in item 4.2 and 4.6 2nd Km. to 10th Km |
| 6 | 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 |
| 7 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rateof 0.25 to0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 8 | Providing and laying dense graded bituminous macadam with 100-120TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) |
| 9 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average out put of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @5.2&5.4 percentof mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 10 | 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 |
| 11 | Providing laying spreading and compacting specified graded sand, gravel (crushed stone) as per Table400-1,400-2 or any other course material as per design mix, as per CBR in subbase course including premixing the material at OMC in wet mix plant, carriage of mixed material spreading in uniform layers with motor grader F.Eloader 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 :Clause401].By mechanical means with a lead of 1 Km. For Grading-II Material |
| 12 | Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS:383, the size of coarse aggregate not exceeding 25mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than150kg/ cum, optimum moisture content to be determined during trial length construction,concrete strength not to be less than 10Mpa at 7days, mixed in a fully automatic computerised batching plant, transported tosite, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 13 | Constructionof un-reinforced,plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared subbase, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5mm, mixed in a in fully automatic computerised compatible with Printer and Pen Drive Batching Plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer incharg laid with a Slip Form Paver (laying and fixingof 150 micron thick polythene film) and finished incontinuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert andconstruction joints, admixtures as approved, curingof concrete slabs for 14-days using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 should have minimum flexural strengthen of 4.5MPa, with all required equipments. (Dowel Bars and Tie Bars will be paid seprately). |
| 14 | Providing and laying reinforced cement concrete pipeNP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905 300 mm dia |
| 15 | Providing and laying reinforced cement concrete pipeNP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 2905 600 mm dia |
| 16 | Providing and Fixing of Dowel Bars and Tie Bars of Mild Steel confirming to IS:432 of specified length and diameters as per MoRTH Specification IRC 15& 58 including cutting, placing in position across transverse joint with proper spacing, providing with PVC sleeve complete as per drawing, technical specification and as per direction of the Engineer-in-charge. |
| 17 | Add: GST 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 04, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodayOct 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 1 dayTender Documents
Download All (ZIP) ↓
Disclaimer
We takes all possible care for accurate & authentic tender information. However users are requested to refer Original source of Tender Notice / Tender Document published by Tender Issuing Agency before taking any call regarding this tender