Tender For Construction Of Work For Non Patchable Roads Under Constituency Kaman (Package No. Rj-06-01/Np/2026-27)
Tender Value
5.59 Crore
Estimated cost
Bid Submission
24 Sep 2026
6 days left
EMD
11.18 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bharatpur → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Work For Non Patchable Roads Under Constituency Kaman (Package No. Rj-06-01/Np/2026-27)
BOQ
| Sl. No. | Item Description |
| 1 | PART- 'A' - ROAD WORK |
| 2 | 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. |
| 3 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 4 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 5 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 6 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 7 | 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 |
| 8 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 9 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 10 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 11 | 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, for 10 km lead. |
| 12 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 13 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 14 | 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. |
| 15 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 16 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 17 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 18 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 19 | 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. |
| 20 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 21 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 22 | 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. By Mechanical Means |
| 23 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 24 | 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. |
| 25 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 26 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 27 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 28 | 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 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 30 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 31 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 32 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 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 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 35 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 36 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 37 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 38 | Providing anProviding, 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 (ii) Bitumen (VG-30) |
| 39 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 40 | 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 (ii) Bitumen (VG-30) |
| 41 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 42 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 4.0 & 4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 505 complete in all respects. Bitumen (VG-30) Grading - II (26.50 mm (Nominal Size)) |
| 43 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 44 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 45 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 46 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder minimum @ 5.2 & 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 47 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 48 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 49 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 50 | Add extra for adding Shreaded Plastic Waste as per Guidelines envisaged in IRC:SP:98-2013 over Item of Bituminous Concrete @ 8% of the quantity of Bitumen by weight including mixing of aggregate and plastic waste in Hot Mix Plant (The Bitumen content will be as per respective Clause of MoRTH Specifications) |
| 51 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 52 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 53 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 54 | 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) |
| 55 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 56 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 57 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 58 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 59 | 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. |
| 60 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 61 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 62 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 63 | 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. |
| 64 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 65 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 66 | Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and MoRTH specifications Clause 1702, 1703, 2102 & 2104 |
| 67 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 68 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 69 | 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 In 1:6 cement mortar |
| 70 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 71 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 72 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 73 | 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 |
| 74 | 75 mm thick |
| 75 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 76 | 50 mm thick |
| 77 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 78 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 79 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 80 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 81 | Back filling behind abutment, wing wall and return wall in 150mm layers, with mechanical compaction, complete with all lead and lift as per drawing and technical specification as per MoRTH Specification : Clause : 304, Sandy material |
| 82 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 83 | 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 |
| 84 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 85 | 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. |
| 86 | 600 mm dia |
| 87 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 88 | 300 mm dia |
| 89 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 90 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 91 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 92 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 93 | P & P Precast dense cement concrete (Vibro-pressed) drain section block of different size as per approved drawing and design and strength as per IS code:2185 Part-I of grade 'D' (5.00mm) proper quality of additive/admixture like plasticizer etc. added to produce high quality and durable drain section blocks of \\"L\\" shape \\"U\\" shape etc. as per approved design and drawing complete with fixing and jointing in C.M. 1:4 in proper grade and level complete in all respect including earth work and disposal of surplus earth within 0.5 Km lead. 115mm thick |
| 94 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 95 | 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 |
| 96 | Ordinary Kilometer Stone (Precast) |
| 97 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 98 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 99 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 100 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 101 | 200 m stone (precast) |
| 102 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 103 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 104 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 105 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 106 | 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 |
| 107 | 600 mm equilateral triangle |
| 108 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 109 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 110 | 600 mm circular |
| 111 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 112 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 113 | 600 mm x 450 mm rectangular |
| 114 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 115 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 116 | 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 |
| 117 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 118 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 119 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 120 | 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. |
| 121 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 122 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 123 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 124 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 |
| 125 | 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. |
| 126 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 127 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 128 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 129 | 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. |
| 130 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 131 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 132 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 133 | 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. |
| 134 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 135 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 136 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 137 | 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. |
| 138 | Ghatmika Chauraha to Gheeseda Km 0/00 to 2/00 |
| 139 | Gheeseda to Dholet Km 2/00 to 4/500 |
| 140 | Dholet to Hariyana Border via Nangal Km 0/00 to 2/500 |
| 141 | Bhori to Manota Hariyana Border Km 0/00 to 2/00 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 24, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysSep 25, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 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