Tender For Road Work
Tender Value
1.94 Crore
Estimated cost
Bid Submission
30 Sep 2026
9 days left
EMD
3.88 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
Kota → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Road Work
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 thorny jungle |
| 2 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 3 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 4 | Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means 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 |
| 5 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 6 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 7 | 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 |
| 8 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 9 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 10 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge |
| 11 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 12 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 13 | Granular Sub-Base with Close Graded Material (Table:- 400-1) Plant Mix Method 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 Grading-II Material |
| 14 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 15 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 16 | 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. |
| 17 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 18 | 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 |
| 19 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 20 | 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. |
| 21 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 22 | 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) |
| 23 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 24 | 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) |
| 25 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 26 | Dry Lean Cement Concrete 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 25 mm, 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 than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a fully automatic computerised batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 27 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 28 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 29 | Cement Concrete Pavement Construction of un-reinforced , plain cement concrete pavement M30 (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 fully automatic Computerised Batching Plant compatiable with Printer and Pen Drive and transported to site in transit mixer for having continuous 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 Fixed 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 with all required equipments (Dowel Bars & Tie Bar will be paid seprately). |
| 30 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 31 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 32 | 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. |
| 33 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 34 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 35 | 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 |
| 36 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 37 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 38 | 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 Nominal mix 1:3:6 |
| 39 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 40 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 41 | 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 Nominal mix 1:3.6 (Hand mixing) |
| 42 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 43 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 R.C.C grade M 20 |
| 44 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 45 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 46 | Supplying, fitting, and placing HYSD bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 47 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 48 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m R.C.C grade M 20 |
| 49 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 50 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m R.C.C. grade M 25 |
| 51 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 52 | 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 |
| 53 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 54 | Providing and laying reinforced cement concrete in superstructure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C. Grade M 30 |
| 55 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 56 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704 Nominal mix |
| 57 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 58 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 |
| 59 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 60 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRTH specifications Clauses 1700 and 2702.2 |
| 61 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 62 | Filler Joint Providing and fillling joint sealing compound as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumen by weight Clause 2604 |
| 63 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 64 | Drainage spouts complete as per drawing and MoRTH specifications Clause 2705 |
| 65 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 66 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRTH specification Clause 2204.6 & 2504.2.2 |
| 67 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 68 | Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material |
| 69 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 70 | 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 |
| 71 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 72 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 73 | Kilometre 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 Ordinary Kilometer Stone (Precast) |
| 74 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 75 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 76 | Kilometre 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 801200 m stone (precast) |
| 77 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 78 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 79 | 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 |
| 80 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 81 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 82 | 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. |
| 83 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 84 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 85 | Traffic Signs Semi Reflective Traffic Signs 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. 600 mm equilateral triangle |
| 86 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 87 | Traffic Signs Semi Reflective Traffic Signs 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. 600 mm circular |
| 88 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 89 | Traffic Signs Semi Reflective Traffic Signs 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. 800 mm x 600 mm rectangular |
| 90 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 91 | Traffic Signs Semi Reflective Traffic Signs 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. 900 mm side octagon |
| 92 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 93 | Direction and Place Identification signs upto 0.9 sqm size board Semi-Reflective Traffic signs Direction and place indentification signs up to 0.9 sqm size board 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 |
| 94 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 95 | lMd fuekZ.k dk;Z jks.k ls [ksMyh ihiYnk ok;k pd [ksMyh |
| 96 | Supply of Hazard Marker made out of 2 mm thick M.S. sheet size 300x300x3 mm framed with angle iron 25x25x3 mm and fixed on channel posts 75x40x6 mm and hold fast at bottom whole body is painted in white stoving enamel and 6 Nos., 5 cm dia reflective sheet on white reflective background with additional border of 1.25 cm all arount it. |
| 97 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 98 | 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. |
| 99 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 100 | Providing and laying rounded hump type speed breakers for crossing speed 25 km/h as per IRC design including providing and applying bitumen emulsion tack coat, making speed breaker in designed profile with bituminous macadam, providing seal coat type B for sealing the voids and marking chequered pattern with thermoplastic paint complete as per IRC : 99-1988 3.70 meter wide and 10 cm high for general traffic |
| 101 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 102 | Painting Two Coats on New Concrete Surfaces Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and MoRTH Specification Clause 801 |
| 103 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 104 | P & F Delinator with 30 cm. outer dia RCC hume pipe NP-2 (As per IS-458/ 1971 ) pipe 1. OM. Long 40 cm embedded in cement concrete (1:4:8) block of size 50x50x40 cm. including excavation upto 40 cm depth. The inside of pipe shall be filled with C.C. (1:4:8) stone grit max size 20 mm or less upto the top with semi circular humping. The pipes shall be painted white/black with enamel paint with red dots two Nos. on each side |
| 105 | lMd fuekZ.k dk;Z y{ehiqjk ls nqtZuiqjk rd |
| 106 | Add GST (18%) on Total Costruction Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 30, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysOct 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 10 daysTender Documents
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