Tender For Various Road Work
Tender Value
1.89 Crore
Estimated cost
Bid Submission
08 Oct 2026
5 days left
EMD
3.78 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 Various Road Work
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 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 3 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 4 | 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 |
| 5 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 6 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 7 | 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 |
| 8 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 9 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 10 | Carriage of material from quarry / crusher to work site including loading, unloading and stacking all complete. Earth, Sand, Lime, Morrum manure or sludge |
| 11 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 12 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 13 | Granular Sub-base with Well Graded Material (Table 400-1) By Mix in Place Method 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 Grading III Material |
| 14 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 15 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 16 | 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. |
| 17 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 18 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 19 | 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 |
| 20 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 21 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 22 | 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. |
| 23 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 24 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 25 | 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) |
| 26 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 27 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 28 | 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) |
| 29 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 30 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 31 | 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) |
| 32 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 33 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 34 | 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 |
| 35 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 36 | 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 |
| 37 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 38 | 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 |
| 39 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 40 | 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 |
| 41 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 42 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m R.C.C grade M 20 |
| 43 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 44 | Plain/reinforced cement concrete in substructure complete as per drawings and MoRTH specification Clauses 1700 and 2200 For height upto 5 m R.C.C. grade M 25 |
| 45 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 46 | Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRTH specification Clauses 1409, 2204.4, 2206.4 & 2706 |
| 47 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 48 | Providing and laying reinforced cement concrete in superstructure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304 R.C.C. Grade M 30 |
| 49 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 50 | P.C.C. M 15 ordinary grade (1:2.5:5) levelling course below approach slab complete as per drawing and MoRTH specifications Clauses 1700 and 2704 Nominal mix |
| 51 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 52 | Reinforced Cement Concrete M 25 grade approach slab including reinforcement and formwork complete as per drawing and MoRTH specifications Clauses 1700 and 2704 |
| 53 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 54 | Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and MoRTH specifications Clauses 1700 and 2702.2 |
| 55 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 56 | Filler Joint Providing and fillling joint sealing compound as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumen by weight Clause 2604 |
| 57 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 58 | Drainage spouts complete as per drawing and MoRTH specifications Clause 2705 |
| 59 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 60 | Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and MoRTH specification Clause 2204.6 & 2504.2.2 |
| 61 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 62 | Backfilling behind abutment, wing wall and return wall complete as per drawings & MoRTH specification Clause 304.3.7 & 2204.6 Granular material |
| 63 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 64 | 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 |
| 65 | lMd fuekZ.k dk;Z ckD;k ls cjkuk&fclykbZ&/kulwjh gksrs gq, ugj ds lgkjs [kS:yk |
| 66 | lMd fuekZ.k dk;Z ukikgsMk ls fd'kksjiqjk rd |
| 67 | Add GST (18%) on Total Costruction Cost Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 08, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysOct 09, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 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