Tender For Rate Contract Tender For Road Repair And Maintenance Of Various Roads Under Sub Division Sriganganagar & Sadulsahar
Tender Value
49.91 Lakhs
Estimated cost
Bid Submission
22 Sep 2026
0 days left
EMD
1 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ganganagar → Rajasthan
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rate Contract Tender For Road Repair And Maintenance Of Various Roads Under Sub Division Sriganganagar & Sadulsahar
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Sep-2026 | special condition | Technical Bid | 22-Sep-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of cement concrete pavements bymechanical means using pneumatic tools breaking to pieces not exceeding 0.02 cum involume and stock pilingat designated locations and disposal of dismantled materials upto a leadof 1000m, stacking serviceable and unserviceable materials separately |
| 2 | Construction of panel concrete pavement M-40 grade for Thin White Topping (Thickness greater than I00 mm and less than 200 mm)Construction of short paneled un reinforced, plain cement concrete pavement (Thin white Topping as per IRC : SP: 76-2015) :M-40 grade concrete over a prepared sub base or over bituminous surface (Existing bituminous surface prepared if necessary either by milling or leveling course to be done with BM / DBM / DLC to correct surface profile and to be paid separately) with Ordinary Portland Cement 53 grade confirming to IS:12269, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 mm , mixed in a fully automatic batching plant and transported to site in transit mixer for having continous agitated mixer, manufactured as per approved mix design including pumping of R.M.C. from transit mixer to site of laying , with all lead and lift including cost of admixtures in recommended portion as per IS 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer in charge laid with a Fixed Form Paver (laying and fixing of 150 micron thick polythene film) 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 specification as per IRC SP : 76 - 2015. should have minimum flexural strengthen of 4.5 MPa, Each Panel (1.00m x 1.00m). |
| 3 | 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) |
| 4 | Constructionof granular sub-base by providing well graded material,spreading in uniform layers withTractorMountGrader 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.By Mix in Place Method |
| 5 | 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. |
| 6 | Providing, laying, spreading and compacting stone aggregates ofspecific sizes to water bound macadam specification includingspreading in uniform thickness, hand packing, rollingwith smoothwheel roller80-100kNinstagestopropergradeandcamber,applyingand brooming, stone screening & bindingmaterials to fill-up theinterstices of coarse aggregate, watering and compacting to therequired density grading 1 as per MoRTH Specification Clause 404. Using Crusher Broken Aggregate. By Mechanical Means |
| 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rollingwith smooth wheel roller80-100kN in stages to proper grade and camber,applying and brooming, stone screening to fill-up the interstices of coarseaggregate,watering and compacting to the required density Grading2 as per MoRTH Specification Clause 404. using Crusher borkenaggregate.By Mechanical Means |
| 8 | Providing and applying primer coat with bitumen emulsion(SS-1)onprepared surface of granular base(WBM/WMM)using truck mountedsprayer including cleaning of road surface and spraying primer at therate of 0.70-1.0 kg/sqm using mechanical means as per MoRTHSpecification Clause 502 |
| 9 | Providing and applying tackcoat with Bitumen emulsion(RS-1) usingemulsion distributor at the rateof 0.20 to0.30kg per sqm on theprepared bituminous surface cleaned with Hydraulic broom as perMoRTH Specification Clause 503. |
| 10 | 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) |
| 11 | 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 |
| 12 | Providing and laying bituminous macadam with Drum type hotmix plant using crushed aggregates of grading as per Table500-7 premixed with bituminous binder, transported to site with all leads laidover a previously prepared surface with paver finisher to the required grade, level and alignment and rolled toachieve the desired compactionas perMoRTH Specification Clause 504.Bitumen (VG-30) |
| 13 | Providing, laying and rolling of open-graded premix carpet of 20mm 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 wheel80-100kN static roller capacity,finished to required level and grades tobe 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) |
| 14 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,grade and crossfall usingTypeA,Type BandType C as per MoRTH Specification Clause 511 By Mechanical Means Case - II : Type B |
| 15 | 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. |
| 16 | Supply of readymade cold bituminous mixture for pothole patching in potholes in accordance with IRC:116-2014 specifications with IRC: 116-2014 spccifications with 5.6% MC-800 Cut back Bitumen and suitable anti stripping agent with all lead and lift in 50 kg plastic lined sturdy bags complete in all respect as per direction of engincer-in- charge including all transportation, stacking & taxes etc |
| 17 | Placing and compacting readymade cold bituminous mixture in potholes duly prepared in accordance with IRC:116-2014 with Specifications with all lead and lift for placement at site complete in all respect as per Direction of Engineer-in-charge including all taxes etc. |
| 18 | Construction of speed breaker of IRC standard having width of 3.70 M including cost of stone aggregate (50-25mm) size hire charges for roller for consolidation and compaction and other machines required for the work (including cost of bitumen) |
| 19 | Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures with synthetic enamel paint as per IRC specifications.Ordinary Kilometre Stone |
| 20 | Painting two coats with superior grade synthetic enamel paint of approved quality to give an even shade including writing lettering and figures with synthetic enamel paint as per IRC specifications Traffic Sign Boards (cautionery, mandatory & informatory) |
| 21 | Cutting of branches of trees shrubs and trimming of grass and weedCutting of branches of trees and shrubs from the road way or with in R.O.W including disposal of wood and leaves to suitable location as per MoRTH specification Clause 201s |
| 22 | Maintenance of road signs by way of cleaning and repainting of mandatory / requlatory / cautionary / informatory and place identifications sign board as perdrawings and MoRTH specification Clause 800 & 3000 |
| 23 | Maintenance of Slab type Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and MoRTH specification Clasue 201 & 2800 |
| 24 | Restoration of rain cuts with soil, moorum gravel or a mixture of these, clearing the loose soil, benching for 300mm width laying fresh material in layers not exceeding 250 mm and compaction with plate compactor or power rammer to restore the original alignment, level and slopes as per drawings and MoRTH specifications Clause 3002Manual Means |
| 25 | Providing and laying reinforced cement concrete in superstructure as per drawing and MoRTH specifications Clauses 1700, 2302 and 2304R.C.C M 25 |
| 26 | Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and MoRTH specifications Clauses 1300, 2102 & 2104 |
| 27 | Provision of 15 nos. rumble strips covered with readymade cold bituminous mixture, 15-20 mm high at centre, 250 mm wide placed at 1 m centre-to-centre at approved locations to control speed, marked with white strips of road marking paint as per MoRTH Specification Clause 803 |
| 28 | 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 |
| 29 | Providing and applying two coats of ready mix paint including primer coat of approved brand on steel surface after through cleaning of surface to give an even shade as per drawing and MoRTH Specification Clause 801 |
| 30 | Providing and Laying of Interlocking M-30 grade Concrete Block Pavements having thickness 100 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 Add extra for Providing M-35 grade concrete Interlocking Blocks in place of M-30 grade.100mm thick Blocks |
| 31 | 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 MeansIn area of non-thorny jungle |
| 32 | Dressing of berms including digging of earth upto 10 cm depth. |
| 33 | Water tanker 6 kl capacity (Truck Mounted) |
| 34 | 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 |
| 35 | Supplying, fitting and placing HYSD bar reinforcement in foundation complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 36 | Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per MoRTH specification Clauses 1312.4 & 2200 |
| 37 | Note- GST shall be paid extra as applicable @ 18% on above BOQ rates based on latest BSR without GST as per FD order dated 23.03.2026 and CE PWD Rajasthan Jaipur order no 21589477 dated 15.04.2026 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 17, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Sep 22, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
CompletedSep 22, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedTender 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