Short Dated Tender - Tender For Construction Work Of Various Non Patchable / Missing Link Roads Under Package No. Rj-33-01/Np/Ml/Mavli/2026-27
Tender Value
1.68 Crore
Estimated cost
Bid Submission
17 Aug 2026
0 days left
EMD
3.36 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
Udaipur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Short Dated Tender - Tender For Construction Work Of Various Non Patchable / Missing Link Roads Under Package No. Rj-33-01/Np/Ml/Mavli/2026-27
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 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 3 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 4 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 5 | NAHAR MAGRA TO NAMRI |
| 6 | 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 |
| 7 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 8 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 9 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 10 | 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 |
| 11 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 12 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 13 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 14 | 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 |
| 15 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 16 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 17 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 18 | 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 |
| 19 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 20 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 21 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 22 | 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 |
| 23 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 24 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 25 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 26 | NAHAR MAGRA TO NAMRI |
| 27 | Crusher Run Macadam Base: Providing crushed run stone aggregate greading conforming to table 400-14 depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a three wheel 80-100 kN static roller as per MoRTH Specification Clause 407 to form a layer of sub-base/base By mix-in-place method With 53 mm maximum size of aggregates |
| 28 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 29 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 30 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 31 | WBM Grading 1 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 Mechanical Means |
| 32 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 33 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 34 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 35 | WBM Grading 2 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 Mechanical Means |
| 36 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 37 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 38 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 39 | 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 |
| 40 | NAHAR MAGRA TO NAMRI |
| 41 | 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 |
| 42 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 43 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 44 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 45 | 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. |
| 46 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 47 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 48 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 49 | 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) |
| 50 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 51 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 52 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 53 | 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) |
| 54 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 55 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 56 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 57 | 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) |
| 58 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 59 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 60 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 61 | NAHAR MAGRA TO NAMRI |
| 62 | 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) |
| 63 | Ordinary Kilometer stone (precast) |
| 64 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 65 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 66 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 67 | NAHAR MAGRA TO NAMRI |
| 68 | Hectometer stone (precast) |
| 69 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 70 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 71 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 72 | NAHAR MAGRA TO NAMRI |
| 73 | 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) |
| 74 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 75 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 76 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 77 | 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 |
| 78 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 79 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 80 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 81 | 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) |
| 82 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 83 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 84 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 85 | NAHAR MAGRA TO NAMRI |
| 86 | 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. |
| 87 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 88 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 89 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 90 | NAHAR MAGRA TO NAMRI |
| 91 | 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. |
| 92 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 93 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 94 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 95 | NAHAR MAGRA TO NAMRI |
| 96 | 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. |
| 97 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 98 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 99 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 100 | 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 |
| 101 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 102 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 103 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 104 | NAHAR MAGRA TO NAMRI |
| 105 | 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 |
| 106 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 107 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 108 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 109 | NAHAR MAGRA TO NAMRI |
| 110 | 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) |
| 111 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 112 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 113 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 114 | NAHAR MAGRA TO NAMRI |
| 115 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 116 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 117 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 118 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 119 | 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 |
| 120 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 121 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 122 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 123 | 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 |
| 124 | ODWADIYA TO NAHARMAGRA ROAD TO RANAWATON KA GUDA KM 0/0 TO 1/00 |
| 125 | SH 09 (JYOTI BHAWAN) TO GODWA BASTI KM 0/0 TO 0/700 |
| 126 | SH 09 TO MEDTA KM 0/0 TO 1/00 |
| 127 | NAHAR MAGRA TO NAMRI |
| 128 | Add GST (18%) on Total Construction Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedAug 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender 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