Tender For Under The Budget Announcement For The Year 2026-27, Road Construction Work Under The Non-Pachabel/Missing Link Scheme In The Districts Of Bharatpur, Deeg, Dholpur And Karauli Under Bharatpur Division.
Tender Value
3.25 Crore
Estimated cost
Bid Submission
31 Aug 2026
7 days left
EMD
6.50 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
Karauli → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Under The Budget Announcement For The Year 2026-27, Road Construction Work Under The Non-Pachabel/Missing Link Scheme In The Districts Of Bharatpur, Deeg, Dholpur And Karauli Under Bharatpur Division.
BOQ
| Sl. No. | Item Description |
| 1 | Part - \\"A\\" Road WorkClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto300 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 | A/R to Bagida Km. 0/0 to 2/500 |
| 3 | A/R to Rooppura Km. 0/0 to 2/00 |
| 4 | A/R to Aurach Km. 0/0 to 1/200 |
| 5 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 6 | A/R to Khirdarpur Km. 0/0 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 | A/R to Bagida Km. 0/0 to 2/500 |
| 9 | A/R to Rooppura Km. 0/0 to 2/00 |
| 10 | A/R to Aurach Km. 0/0 to 1/200 |
| 11 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 12 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 13 | 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 excep tBikaner, Churu, Hanumangarh and Sri Ganganagar. For Grading III Material |
| 14 | A/R to Bagida Km. 0/0 to 2/500 |
| 15 | A/R to Rooppura Km. 0/0 to 2/00 |
| 16 | A/R to Aurach Km. 0/0 to 1/200 |
| 17 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 18 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 19 | 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. Using Hand Broken Aggregate. By Manual Means. For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar |
| 20 | A/R to Rooppura Km. 0/0 to 2/00 |
| 21 | A/R to Aurach Km. 0/0 to 1/200 |
| 22 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 23 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 24 | 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 Manual Means. For All Rajasthan except Bikaner, Churu, Hanumangarh and SriGanganagar |
| 25 | A/R to Rooppura Km. 0/0 to 2/00 |
| 26 | A/R to Aurach Km. 0/0 to 1/200 |
| 27 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 28 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 29 | 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. Bituminous Courses |
| 30 | A/R to Rooppura Km. 0/0 to 2/00 |
| 31 | A/R to Aurach Km. 0/0 to 1/200 |
| 32 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 33 | 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. |
| 34 | A/R to Rooppura Km. 0/0 to 2/00 |
| 35 | A/R to Aurach Km. 0/0 to 1/200 |
| 36 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 37 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 38 | 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. |
| 39 | A/R to Rooppura Km. 0/0 to 2/00 |
| 40 | A/R to Aurach Km. 0/0 to 1/200 |
| 41 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 42 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 43 | 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) |
| 44 | A/R to Rooppura Km. 0/0 to 2/00 |
| 45 | A/R to Aurach Km. 0/0 to 1/200 |
| 46 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 47 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 48 | 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) |
| 49 | A/R to Rooppura Km. 0/0 to 2/00 |
| 50 | A/R to Aurach Km. 0/0 to 1/200 |
| 51 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 52 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 53 | Part - \\"B\\" CC Pavement |
| 54 | 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. For All Rajasthan except Bikaner |
| 55 | A/R to Bagida Km. 0/0 to 2/500 |
| 56 | A/R to Aurach Km. 0/0 to 1/200 |
| 57 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 58 | 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) |
| 59 | A/R to Bagida Km. 0/0 to 2/500 |
| 60 | A/R to Rooppura Km. 0/0 to 2/00 |
| 61 | A/R to Aurach Km. 0/0 to 1/200 |
| 62 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 63 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 64 | Providing and Fixing of Dowel 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. |
| 65 | A/R to Bagida Km. 0/0 to 2/500 |
| 66 | A/R to Rooppura Km. 0/0 to 2/00 |
| 67 | A/R to Aurach Km. 0/0 to 1/200 |
| 68 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 69 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 70 | PART-C :- Drain Work |
| 71 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre |
| 72 | A/R to Bagida Km. 0/0 to 2/500 |
| 73 | 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 20. For All Rajasthan except Sri Ganganagar. Nominal mix (1:2:4) |
| 74 | A/R to Bagida Km. 0/0 to 2/500 |
| 75 | Providing and laying Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification as per MoRTH Specification : Section 1500, 1700 & 2100 including form work at any level. R.C.C. grade M25. For All Rajasthane xcept Bikaner, Hanumangarh and Sri Ganganagar. |
| 76 | A/R to Bagida Km. 0/0 to 2/500 |
| 77 | Supplying, fitting, andplacing TMT bar reinforcement (Primary Steel) in Foundation, Substructure and super structure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 78 | A/R to Bagida Km. 0/0 to 2/500 |
| 79 | Providing and fixing of Reinforced Ferro cement Drain cover designed for class \\"AA\\" loading duly marked on cover with adequate steel reinforcement having thickness 75 mm to 150 mm anti-corrosive bitumen painted M.S.plate Rim and on M.S. lifting hooks admixture like plasticizer bond improving compound shrinkage resistance compound abrasion resistant complete as per approved design etc. for drain Opeining Size 451 to 700 mm Standard Drain Cover Size 1000mm x 800mm x 100mm |
| 80 | A/R to Bagida Km. 0/0 to 2/500 |
| 81 | PART-D :- Protection Wall |
| 82 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre |
| 83 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 84 | 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 20. For All Rajasthan except Sri Ganganagar. Nominal mix (1:2:4) |
| 85 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 86 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. For All Rajasthan except Churu and Hanumangarh. Random Rubble Masonry. In 1:4 cement mortar |
| 87 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 88 | Pointing with cement mortar (1:3)on Stone work as per drawing and MoRTH specification Clauses 1406 and 2200 |
| 89 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 90 | 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. 75 mm thick |
| 91 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 92 | PART-E :- Syphon |
| 93 | Earth work in excavation for foundation of structure complete with all lift, dewatering, shoring and shuttering etc. including refilling of trenches in 250 mm layers, ramming, watering and disposal of surplus earth with all lifts and lead upto 1000 meters exclusive of compensation of earth as per MoRTH specification Clause 301 to 305. In ordinary soil Depth upto 3 metre |
| 94 | A/R to Bagida Km. 0/0 to 2/500 |
| 95 | A/R to Rooppura Km. 0/0 to 2/00 |
| 96 | A/R to Aurach Km. 0/0 to 1/200 |
| 97 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 98 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 99 | 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 20. For All Rajasthan except Sri Ganganagar. Nominal mix (1:2:4) |
| 100 | A/R to Bagida Km. 0/0 to 2/500 |
| 101 | A/R to Rooppura Km. 0/0 to 2/00 |
| 102 | A/R to Aurach Km. 0/0 to 1/200 |
| 103 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 104 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 105 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102 & 2104. For All Rajasthan except Churu and Hanumangarh. Random Rubble Masonry. In 1:4 cement mortar |
| 106 | A/R to Bagida Km. 0/0 to 2/500 |
| 107 | A/R to Rooppura Km. 0/0 to 2/00 |
| 108 | A/R to Aurach Km. 0/0 to 1/200 |
| 109 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 110 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 111 | 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 |
| 112 | A/R to Bagida Km. 0/0 to 2/500 |
| 113 | A/R to Rooppura Km. 0/0 to 2/00 |
| 114 | A/R to Aurach Km. 0/0 to 1/200 |
| 115 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 116 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 117 | Plastering with cement mortar (1:4), 20 mm thick on Stone work. |
| 118 | A/R to Bagida Km. 0/0 to 2/500 |
| 119 | A/R to Rooppura Km. 0/0 to 2/00 |
| 120 | A/R to Aurach Km. 0/0 to 1/200 |
| 121 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 122 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 123 | 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. 75 mm thick |
| 124 | A/R to Bagida Km. 0/0 to 2/500 |
| 125 | A/R to Rooppura Km. 0/0 to 2/00 |
| 126 | A/R to Aurach Km. 0/0 to 1/200 |
| 127 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 128 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 129 | Part - \\"F\\" Road Furniture |
| 130 | S & F in position precast R.C.C. stone (M-15 mix) of standard IRC design including finishing in cement sand mortar 1:3, painting with enamel paint, printing letters and numerals etc. complete (MoRTH specifications clause : 800) |
| 131 | Ordinary km stone for NH |
| 132 | A/R to Bagida Km. 0/0 to 2/500 |
| 133 | A/R to Rooppura Km. 0/0 to 2/00 |
| 134 | A/R to Aurach Km. 0/0 to 1/200 |
| 135 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 136 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 137 | 200 m stone |
| 138 | A/R to Bagida Km. 0/0 to 2/500 |
| 139 | A/R to Rooppura Km. 0/0 to 2/00 |
| 140 | A/R to Aurach Km. 0/0 to 1/200 |
| 141 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 142 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 143 | 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, 2mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75x75x6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450x450x600mm, 600mm below ground level as per approved drawing and MoRTH Specification Clause 801. Direction and Place Identification signs upto 0.9 sqm size board. |
| 144 | A/R to Bagida Km. 0/0 to 2/500 |
| 145 | A/R to Rooppura Km. 0/0 to 2/00 |
| 146 | A/R to Aurach Km. 0/0 to 1/200 |
| 147 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 148 | A/R to Khirdarpur Km. 0/0 to 2/00 |
| 149 | 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 hollowd section of 75mmx75mm, 2.5 m long stove enamelled paint with hold fast including paint logo as per approved design and colours. The logo shall be made out of 1.6 mm thick circular plate duly framed with MS angle 25x25x5mm on back and fixon 1200mmx150mm 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 45cmx45cmx60cm, 60 cm below ground level including lettering / writing and painting etc. complete in all espect.as per MoRTH Specification Clause 801. |
| 150 | A/R to Bagida Km. 0/0 to 2/500 |
| 151 | A/R to Rooppura Km. 0/0 to 2/00 |
| 152 | A/R to Aurach Km. 0/0 to 1/200 |
| 153 | MDR-275 to Buchipura Km. 0/0 to 1/200 |
| 154 | A/R to Khirdarpur Km. 0/0 to 2/00 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 7 daysSep 01, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 8 daysTender Documents
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