Tender For Strengthening/Renewal Proposal For Sh-134 Triveni-Jahazpur Deoli (Triveni-Jahazpur Section ) On Jahazpur-Mandalgarh Road Ch. 1/00 To 49/00. (Part B :- bituminous Work)
Tender Value
4.02 Crore
Estimated cost
Bid Submission
05 Oct 2026
5 days left
EMD
8.05 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
Chittorgarh → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Strengthening/Renewal Proposal For Sh-134 Triveni-Jahazpur Deoli (Triveni-Jahazpur Section ) On Jahazpur-Mandalgarh Road Ch. 1/00 To 49/00. (Part B :- bituminous Work)
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 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. |
| 5 | 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 |
| 6 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rateof 0.25 to 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 7 | Providing and laying dense graded bituminous macadam with 100-120 TPH 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)) |
| 8 | 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) |
| 9 | Providing and laying reinforced cement concrete pipe NP3 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 |
| 10 | 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 1000 mm dia |
| 11 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and MoRTH Specification Clause 801 |
| 12 | 5th Kilometre Stone (precast) |
| 13 | Ordinary Kilometer Stone (Precast) |
| 14 | 200 m stone (precast) |
| 15 | Marking Centre Line and stop lines etc. on road as per IRC pattern with thermoplastic paint of approved quality and make with 8% glass beads laid on the road surface at temperature 160\\"C with a special applicat or machine complete with a special applicat or machine complete with labour material and traffic diversion arrangements. |
| 16 | Raised Pavement Marker (Cats Eye): Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate Reflective panels with Micro Prismatic Lens capable of providing total internal reflectionof the light entering the lens face and shall support a load of 35000 Kilogram tested in accordance to ASIMD 4280 & ASTMD788. The Height of Road Stud is 20mm, Width 100mm, Length 100mm and minimum reflective area of 13 sqcm on each side.The Strength of detachment of the integrated cylender shank not less than14+/-2mm (Thickness) and height not less than 30+2mm from the body.Fixing will be by drilling holes on the road for the shanks to go inside, without nail sand using epoxy resin based adhesive |
| 17 | Supply & Fixing of Chevron sign of size 75x60cm made out of aluminum sheet 2 mm thick with fixing provision on M.S.angle iron post 50x50x6mm 3M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect.Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 18 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1, fixed over aluminium sheeting, 1.5 mm thick supported on GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 |
| 19 | 900 mm equilateral triangle |
| 20 | 600 mm circular |
| 21 | 900 mm side octagon |
| 22 | 600 mm x 450 mm rectangular |
| 23 | Direction and Place Identification signs upto 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board. |
| 24 | Supply of Hazard Marker made out of 2mm thick M.S. sheet size 300x300x3mm framed with angle iron 25x25x3mm and fixed on channel posts 75x40x6mm and hold fast at bottom whole body is painted in white stoving enamel and 6Nos., 5cm dia reflective sheet on white reflective back ground with additional border of 1.25 cm all arount it. |
| 25 | Direction and Place Identification signs with size more then 0.9 sqm size board Retro-reflectorised Traffic Signs Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 801.3.1. fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801,upto 0.9 sqm size board. |
| 26 | Add: GST 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 24, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 06, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender 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