Tender For Construction Of Various Road Work In Distt. Kota
Tender Value
2.23 Crore
Estimated cost
Bid Submission
12 Nov 2026
2 days left
EMD
4.47 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 Construction Of Various Road Work In Distt. Kota
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 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 3 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 4 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 5 | Dismantling of Flexible Pavements 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 |
| 6 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 7 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 8 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 9 | 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 |
| 10 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 11 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 12 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 13 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge |
| 14 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 15 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 16 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 17 | 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 |
| 18 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 19 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 20 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 21 | 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. |
| 22 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 23 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 24 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 25 | 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 |
| 26 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 27 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 28 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 29 | 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. |
| 30 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 31 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 32 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 33 | Bituminous Macadam Providing and laying bituminous macadam with Drum type hot mix plant using crushed aggregates of grading as per Table 500-7 premixed with bituminous binder, transported to site with all leads laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per MoRTH Specification Clause 504. Bitumen (VG-30) |
| 34 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 35 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 36 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 37 | 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) |
| 38 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 39 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 40 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 41 | 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) |
| 42 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 43 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 44 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 45 | 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) |
| 46 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 47 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 48 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 49 | 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) |
| 50 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 51 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 52 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 53 | 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. |
| 54 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 55 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 56 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 57 | 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. 600 mm dia |
| 58 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 59 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 60 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 61 | 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. |
| 62 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 63 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 64 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 65 | High Abgasion Resistance Interlocking Concrete Block Pavement with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks (measurements shall be made inner to inner side of edge blocks) Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 80 mm as per drawings and as per IS 15658:2006.and all materials shall conform to MoRTH Specification Clause 602 with M-30 Grade 0.30 Mtr x 0.30 Mtr x 0.15 Mtr Edge Blocks. Category 'B' : Dentated only two side like I,Z,T shape as per IRC:SP:63-2004 |
| 66 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 67 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 68 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 69 | Add extra for Providing M-40 grade concrete Interlocking Blocks in place of M-30 grade. 80mm thick Blocks |
| 70 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 71 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 72 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 73 | 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 |
| 74 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 75 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 76 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 77 | 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 |
| 78 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 79 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 80 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 81 | 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) |
| 82 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 83 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 84 | 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 |
| 85 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 86 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 87 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 88 | 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 |
| 89 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 90 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 91 | iksykbZdyk ls cjxq 0@600 ls 2@0 |
| 92 | 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. 1200 mm dia |
| 93 | xqekuiqjk ls dkykjsaok ¼pSust 0@0 ls 1@800½ |
| 94 | pUnkoyk ls ckykiqjk 0@0 ls 2@500 |
| 95 | Add GST (18%) on Total Costruction Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 21, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 2 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 3 daysTender Documents
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