Tender For Construction Of Various Missing Link Roads In Division Salumber Under Package No Rj-48-02/Ml/2025-26
Tender Value
1.38 Crore
Estimated cost
Bid Submission
15 Sep 2026
8 days left
EMD
2.76 Lakhs
Bank guarantee accepted
Document Fee
1500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Udaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Various Missing Link Roads In Division Salumber Under Package No Rj-48-02/Ml/2025-26
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and Grubbing Road Land .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 non-thorny jungle |
| 2 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 3 | Saradi to Singawali Km. 0/0 to 2/000 |
| 4 | Excavation in Soil using Hydraulic Excavator and Tippers with disposal upto 1000 m : 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 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 6 | Saradi to Singawali Km. 0/0 to 2/000 |
| 7 | Excavation in Ordinary Rock using Hydraulic Excavator and Tippers with disposal upto 1000 m: Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, transporting to embankment site with a lift upto 1.5 m and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per MoRTH Specification Clause 301.3.5 |
| 8 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 9 | Saradi to Singawali Km. 0/0 to 2/000 |
| 10 | Excavation in Hard Rock (requiring blasting) with disposal upto 1000 m: Excavation for roadway in hard rock (requiring blasting) by drilling, blasting and breaking, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross-sections, loading and disposal of cut rock with a lift upto 1.5 m and leads upto 1000 m as per MoRTH Specification Clause 301.3.5 |
| 11 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 12 | Saradi to Singawali Km. 0/0 to 2/000 |
| 13 | 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 |
| 14 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 15 | Saradi to Singawali Km. 0/0 to 2/000 |
| 16 | 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 |
| 17 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 18 | Saradi to Singawali Km. 0/0 to 2/000 |
| 19 | Construction of Subgrade and Earthen Shoulders: 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 |
| 20 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 21 | Saradi to Singawali Km. 0/0 to 2/000 |
| 22 | Granular Sub-base with Well Graded Material (Table 400-1) 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 II Material |
| 23 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 24 | Saradi to Singawali Km. 0/0 to 2/000 |
| 25 | Wet Mix Macadam (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.) By Mechanical Means with all lead For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar |
| 26 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 27 | Saradi to Singawali Km. 0/0 to 2/000 |
| 28 | Prime Coat : 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 |
| 29 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 30 | Saradi to Singawali Km. 0/0 to 2/000 |
| 31 | Tack Coat: 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. |
| 32 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 33 | Saradi to Singawali Km. 0/0 to 2/000 |
| 34 | 20mm thick Open-Graded Premix Carpet using Bituminous (Viscosity grade/modified bitumen) Binder: 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) |
| 35 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 36 | Saradi to Singawali Km. 0/0 to 2/000 |
| 37 | Seal Coat (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) |
| 38 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 39 | Saradi to Singawali Km. 0/0 to 2/000 |
| 40 | Dismantling of Cement Concrete Pavements as per MoRTH Specification Clause 202. Dismantling of cement concrete pavements by mechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials upto a lead of 1000 m, stacking serviceable and unserviceable materials separately |
| 41 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 42 | 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) |
| 43 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 44 | Cement Concrete Pavement with Slip Form Paver : Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, 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 IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Slip Form Paver (laying and fixing of 150 micron thick polythene film) 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 should have minimum flexural strengthen of 4.5 MPa, with all required equipments. (Dowel Bars and Tie Bars will be paid seprately). |
| 45 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 46 | Kilo Metre Stone (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) |
| 47 | Ordinary Kilometer stone (precast) |
| 48 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 49 | Saradi to Singawali Km. 0/0 to 2/000 |
| 50 | Hectometer stone (precast) |
| 51 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 52 | Saradi to Singawali Km. 0/0 to 2/000 |
| 53 | Boundary pillar (Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and MoRTH Specification Clause 807) |
| 54 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 55 | Saradi to Singawali Km. 0/0 to 2/000 |
| 56 | Retro- reflectorised Traffic signs (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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801) 600 mm equilateral triangle |
| 57 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 58 | Saradi to Singawali Km. 0/0 to 2/000 |
| 59 | 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 a mild steel single angle iron post 75 x 75 x 6 mm 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. Direction and Place Identification signs upto 0.9 sqm size board) |
| 60 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 61 | Saradi to Singawali Km. 0/0 to 2/000 |
| 62 | 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. |
| 63 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 64 | Saradi to Singawali Km. 0/0 to 2/000 |
| 65 | Providing and fixing Mukhya Mantri Sadak Yojana/ Mahatma Gandhi Rajya Sadak Yojana informatory sign board with logo for roads funded by State road fund having M.S. Definition plate of 1.60 mm thickness frame to steel hollow dsection of 75mm x 75mm, 2.5m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6mm thick circular plate duly framed with MS angle 25x25x5 mm on back and fix on 1200mm x 150mm rectangular steel base plate 1.6mm thick, the base of circular shall be plain at the junction of base plate. The size of definition plate shall be 1500x600mm and embedding the posts by M-15 cement concrete block 45 cm x 45 cm x 60 cm, 60 cm below ground level including lettering / writing and painting etc. complete in all respect.as per MoRTH Specification Clause 801. |
| 66 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 67 | Saradi to Singawali Km. 0/0 to 2/000 |
| 68 | 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. |
| 69 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 70 | Saradi to Singawali Km. 0/0 to 2/000 |
| 71 | Excavation for Structures (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 |
| 72 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 73 | Saradi to Singawali Km. 0/0 to 2/000 |
| 74 | 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 10 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix 1:3:6 |
| 75 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 76 | Saradi to Singawali Km. 0/0 to 2/000 |
| 77 | 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 2706. For All Rajasthan except Churu and Hanumangarh. Random Rubble Masonry. In 1:6 cement mortar |
| 78 | Saradi to Singawali Km. 0/0 to 2/000 |
| 79 | 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 |
| 80 | Saradi to Singawali Km. 0/0 to 2/000 |
| 81 | Pointing with cement mortar (1:3) on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 82 | Saradi to Singawali Km. 0/0 to 2/000 |
| 83 | 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 Nominal mix (1:2.5:5) |
| 84 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 85 | Saradi to Singawali Km. 0/0 to 2/000 |
| 86 | Providing and laying reinforced cement concrete in superstructure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C M 25 |
| 87 | Saradi to Singawali Km. 0/0 to 2/000 |
| 88 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 89 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 90 | Saradi to Singawali Km. 0/0 to 2/000 |
| 91 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and MoRTH specification Clauses 1009,1600 & 2202 |
| 92 | Saradi to Singawali Km. 0/0 to 2/000 |
| 93 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (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.) 1000 mm dia |
| 94 | Saradi to Singawali Km. 0/0 to 2/000 |
| 95 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (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 |
| 96 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 97 | Saradi to Singawali Km. 0/0 to 2/000 |
| 98 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row (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 |
| 99 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 100 | Saradi to Singawali Km. 0/0 to 2/000 |
| 101 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 |
| 102 | Kharka Lampus to Bhanawat Bhagal Kharka Km. 0/0 to 1/500 |
| 103 | Saradi to Singawali Km. 0/0 to 2/000 |
| 104 | Add GST (18%) on Total Construction Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 01, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 15, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 8 daysSep 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 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