Tender For Rehibilitation Of Non-Patchable /Missing Link Roads Under Budget Announcement 2026-27 In Distt.Jalore Package No. Rj-18-08/Ml-Np/2026-27
Tender Value
2.18 Crore
Estimated cost
Bid Submission
14 Sep 2026
0 days left
EMD
4.36 Lakhs
Bank guarantee accepted
Document Fee
2000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jalore → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rehibilitation Of Non-Patchable /Missing Link Roads Under Budget Announcement 2026-27 In Distt.Jalore Package No. Rj-18-08/Ml-Np/2026-27
BOQ
| Sl. No. | Item Description |
| 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.By Mechanical Means In area of thorny jungle |
| 2 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 3 | NH-325 to Dayalpura |
| 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 |
| 5 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 6 | NH-325 to Dayalpura |
| 7 | Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300-1 and 300-2 for subgrade construction as per MoRTH Specification Clause 305.3.4 |
| 8 | NH-325 to Dayalpura |
| 9 | Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per MoRTH Specification Clause 305.4.3 |
| 10 | NH-325 to Dayalpura |
| 11 | 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 |
| 12 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 13 | 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 |
| 14 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 15 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300-2 with lead upto 50 m as per MoRTH Specification Clause 305.3 |
| 16 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 17 | 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-I Material |
| 18 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 19 | NH-325 to Dayalpura |
| 20 | By Mix in Place Method 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 Sri Ganganagar For Grading III Material |
| 21 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 22 | NH-325 to Dayalpura |
| 23 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening & binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per MoRTH Specification Clause 404. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar Using Crusher Broken Aggregate By Manual Means |
| 24 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 25 | NH-325 to Dayalpura |
| 26 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per MoRTH Specification Clause 404. using Crusher borken aggregate For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar By Manual Means |
| 27 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 28 | NH-325 to Dayalpura |
| 29 | 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 |
| 30 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 31 | Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 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. Case - II By Mechanical Means Bitumen (VG-30) |
| 32 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 33 | Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using Viscosity grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type A or Type B or Type C as per MoRTH Specification Clause 510. Case - II By Mechanical Means Bitumen (VG-30) |
| 34 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 35 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B Bitumen (VG-30) |
| 36 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 37 | Construction of un-reinforced, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 602.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a concrete mixer of not less than 0.5 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed Side Formwork (steel channel, laying and fixing of 150 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using water finishing to lines and grade as per drawing and MoRTH Specification Clause 602 including vaccum dewatering process with all required equipments (Dowel Bars will be paid seprately) |
| 38 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 39 | NH-325 to Dayalpura |
| 40 | 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. |
| 41 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 42 | NH-325 to Dayalpura |
| 43 | 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 300 mm dia |
| 44 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 45 | NH-325 to Dayalpura |
| 46 | Construction of Foundation / Inaugration Pedastal in 23 cm thick Brick masonry in CM 1:4 of size 1.20m x 1.80m above ground level with adequate foundation including providing and fixing of Granite stone of size 0.75m x0.60m with engraving letters and figures,cement plaster,white washing etc. complete as per direction of Engineer in charge. |
| 47 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 48 | NH-325 to Dayalpura |
| 49 | Providing and Erecting typical Citizen's information Board as per approved drawing & specification made of two MS sheet of 1.6 mm thick each of size 900mm x 750mm stiffend by angle iron 25mmx25mm x 3mm all around the plate & plates fixed on frame of 75mm dia pipe of 12 SWG sheet (vertical post 3050 mm with angle holdfasts and horizontal member 900mm) to be joined by embedded in cement concrete M-15 grade of block of 600mmx 600mm x 750 mm size below ground level as per enclosed drawings & as directed by Engineering incharge. All MS will be stove anmeled on both side lettering. Figuring and border will be with ready mixed synthethic enamel paint of superior quality in required shade and colour etc complete in all respect. All sections of framed post and steel tube will be painted with primer and two coat of epoxy paint as per drawing and as per Specification. |
| 50 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 51 | NH-325 to Dayalpura |
| 52 | Providing and erecting direction and place identifications of semi reflective sign boards as per IRC:67 made of 2 mm thick M.S. Sheet duly stove enameled paint in white colour in front and grey colour on back with red reflective border of 70 mm width and required message, letters, figures with reflective engineering grade tape of required shade and colour. Supported and welded on 47 mm x 47mm of 12 SWG Square tube of 3050 mm height duly strengthened by 25 mm x 5 mm M/s flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Specification upto 0.9 sqm size board |
| 53 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 54 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. |
| 55 | 900 mm equilateral triangle |
| 56 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 57 | NH-325 to Dayalpura |
| 58 | 600 mm circular |
| 59 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 60 | NH-325 to Dayalpura |
| 61 | 800 mm x 600 mm rectangular |
| 62 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 63 | NH-325 to Dayalpura |
| 64 | 600 mm x 450 mm rectangular |
| 65 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 66 | 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 |
| 67 | 5th Kilometre Stone (precast) |
| 68 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 69 | NH-325 to Dayalpura |
| 70 | Ordinary Kilometer Stone (Precast) |
| 71 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 72 | NH-325 to Dayalpura |
| 73 | 200 m stone (precast) |
| 74 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 75 | NH-325 to Dayalpura |
| 76 | 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 applicator machine complete with a special applicator machine complete with labour material and traffic diversion arrangements. |
| 77 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 78 | NH-325 to Dayalpura |
| 79 | 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 |
| 80 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 81 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 P.C.C grade M 15 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix (1:2.5:5) |
| 82 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 83 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104 including Weepholes as per MoRTH specifications Clauses 2706For All Rajasthan except Churu and HanumangarhRandom Rubble Masonry In 1:4 cement mortar |
| 84 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 85 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 86 | Ahore to Davadiya Mamaji Temple via Ahore College. |
| 87 | Providing PCC M-20 architectural coping on the top of wing wall, return wall etc. complete as per drawing and MoRTH specification Clauses 1313, 1411 and 2206.6 50 mm thick |
| 88 | 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 MeansBituminous Courses & Granular Courses |
| 89 | Add GST (18%) on Total Costruction Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 31, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 14, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 15, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
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