Tender For Construction Of Missing Link Roads And Rehabilation Of Non-Patchable Roads Package No. Np-Ml-2026-27-11
Tender Value
1.93 Crore
Estimated cost
Bid Submission
01 Sep 2026
15 days left
EMD
3.86 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
pratapgarh → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Construction Of Missing Link Roads And Rehabilation Of Non-Patchable Roads Package No. Np-Ml-2026-27-11
BOQ
| Sl. No. | Item Description |
| 1 | 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 perdirection of Engineer in charge. |
| 2 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 3 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 4 | 3) A/R Amli Ka Kheda |
| 5 | 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 |
| 6 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 7 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 8 | 3) A/R Amli Ka Kheda |
| 9 | 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 |
| 10 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 11 | 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 |
| 12 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 13 | 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 |
| 14 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 15 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 16 | 3) A/R Amli Ka Kheda |
| 17 | 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 |
| 18 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 19 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 20 | 3) A/R Amli Ka Kheda |
| 21 | 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 |
| 22 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 23 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 24 | 3) A/R Amli Ka Kheda |
| 25 | 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 WBM Grading 2 By Mechanical Means Grading -1 |
| 26 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 27 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 28 | 3) A/R Amli Ka Kheda |
| 29 | Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base(WBM/WMM) 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 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 31 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 32 | 3) A/R Amli Ka Kheda |
| 33 | 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. |
| 34 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 35 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 36 | 3) A/R Amli Ka Kheda |
| 37 | 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) |
| 38 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 39 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 40 | 3) A/R Amli Ka Kheda |
| 41 | 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) |
| 42 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 43 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 44 | 3) A/R Amli Ka Kheda |
| 45 | 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 125 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) |
| 46 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 47 | 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 202 By Mechanical Means (A) Bituminous Courses |
| 48 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 49 | 3) A/R Amli Ka Kheda |
| 50 | 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. For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar |
| 51 | 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 |
| 52 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 53 | 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 batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. |
| 54 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 55 | 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 |
| 56 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 57 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 58 | 3) A/R Amli Ka Kheda |
| 59 | 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 |
| 60 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 61 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 62 | 3) A/R Amli Ka Kheda |
| 63 | 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) |
| 64 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 65 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 66 | 3) A/R Amli Ka Kheda |
| 67 | Providing A.C pipe Weep holes 150mm dia in Masonry/Plain Concrete/.Reinforced Concrete abutment, wing wall/return wall complete as per drawing and technical specfication as per MoRTH Specification Clause 2205 |
| 68 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 69 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 70 | 3) A/R Amli Ka Kheda |
| 71 | 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. 1000mm dia |
| 72 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 73 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 74 | Fillling in foundation trenches as per drawing and MoRTH specification Clause 304.3.7 Earth filling (For marshy soil) |
| 75 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 76 | White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800 |
| 77 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 78 | 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. 300mm dia |
| 79 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 80 | 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 |
| 81 | Ordinary Kilometer Stone (Precast) |
| 82 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 83 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 84 | 3) A/R Amli Ka Kheda |
| 85 | 200 m stone (precast) |
| 86 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 87 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 88 | 3) A/R Amli Ka Kheda |
| 89 | 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 801900 mm side octagon |
| 90 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 91 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 92 | 3) A/R Amli Ka Kheda |
| 93 | 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 RCC Post 100 mm x 100 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,upto 0.9 sqm size board |
| 94 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 95 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 96 | 3) A/R Amli Ka Kheda |
| 97 | 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. |
| 98 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 99 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 100 | 3) A/R Amli Ka Kheda |
| 101 | Supplying and Fixing of Cat’s Eye made of aluminium alloy size75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. |
| 102 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 103 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 104 | 3) A/R Amli Ka Kheda |
| 105 | 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. |
| 106 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 107 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 108 | 3) A/R Amli Ka Kheda |
| 109 | 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 |
| 110 | 1) Prathvipura to Bhamarimata Km 0/0 to 2/03 |
| 111 | 2) GSSS Mowaipara to PS Movai Para (ML) |
| 112 | 3) A/R Amli Ka Kheda |
| 113 | Add 18% GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 01, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysSep 02, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 16 daysTender Documents
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