Tender For Renewal Of Jaipur-Jobner-Nagaur Bot Road Km 18/200 To 63/200 (Kalwar To Bhatipura Section Except cement concrete Portion)
Tender Overview
Project Description
Tender for Renewal Of Jaipur-Jobner-Nagaur Bot Road Km 18/200 To 63/200 (Kalwar To Bhatipura Section Except cement concrete Portion)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 01-Jun-2026 | Corrigendum to modified dates 01.06.2026 | Date | 08-Jun-2026 |
| 2 | 25-May-2026 | Corrigendum to modified dates 25.05.2026 | Date | 01-Jun-2026 |
| 3 | 22-May-2026 | Corrigendum No. 1 dated 22.05.2026 | Technical Bid | 08-Jun-2026 |
| 4 | 22-May-2026 | Corrigendum No. 1 dated 22.05.2026 | Technical Bid | 25-May-2026 |
| 5 | 25-May-2026 | Corrigendum to modified dates 25.05.2026 | Date | 01-Jun-2026 |
| 6 | 22-May-2026 | Corrigendum No. 1 dated 22.05.2026 | Technical Bid | 01-Jun-2026 |
| 7 | 22-Jun-2026 | Corrigendum to modified dates 22.06.2026 | Date | 29-Jun-2026 |
| 8 | 15-Jun-2026 | Corrigendum to modified dates 15.06.2026 | Date | 22-Jun-2026 |
| 9 | 25-May-2026 | Corrigendum to modified dates 25.05.2026 | Date | 01-Jun-2026 |
| 10 | 22-May-2026 | Corrigendum No. 1 dated 22.05.2026 | Technical Bid | 29-Jun-2026 |
| 11 | 08-Jun-2026 | Corrigendum to modified dates 08.06.2026 | Date | 15-Jun-2026 |
| 12 | 01-Jun-2026 | Corrigendum to modified dates 01.06.2026 | Date | 08-Jun-2026 |
| 13 | 22-May-2026 | Corrigendum No. 1 dated 22.05.2026 | Technical Bid | 06-Jul-2026 |
| 14 | 01-Jun-2026 | Corrigendum to modified dates 01.06.2026 | Date | 08-Jun-2026 |
| 15 | 25-May-2026 | Corrigendum to modified dates 25.05.2026 | Date | 01-Jun-2026 |
| 16 | 22-May-2026 | Corrigendum No. 1 dated 22.05.2026 | Technical Bid | 15-Jun-2026 |
| 17 | 08-Jun-2026 | Corrigendum to modified dates 08.06.2026 | Date | 15-Jun-2026 |
| 18 | 15-Jun-2026 | Corrigendum to modified dates 15.06.2026 | Date | 22-Jun-2026 |
| 19 | 08-Jun-2026 | Corrigendum to modified dates 08.06.2026 | Date | 15-Jun-2026 |
| 20 | 01-Jun-2026 | Corrigendum to modified dates 01.06.2026 | Date | 08-Jun-2026 |
| 21 | 25-May-2026 | Corrigendum to modified dates 25.05.2026 | Date | 01-Jun-2026 |
| 22 | 22-May-2026 | Corrigendum No. 1 dated 22.05.2026 | Technical Bid | 22-Jun-2026 |
| 23 | 06-Jul-2026 | Corrigendum to modified dates 06.07.2026 | Date | 13-Jul-2026 |
| 24 | 22-May-2026 | Corrigendum No. 1 dated 22.05.2026 | Technical Bid | 13-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | PART A - EARTH 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. By Mechanical Means In area of non-thorny jungle |
| 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 4 | Construction of embankment with approved materials deposited at site obtained from road way cutting and excavation from drain and foundation or other structures graded and compacted to meet requirement of Tables 300-1 and 300-2 as per MoRTH Specification Clause 305.3 |
| 5 | 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 |
| 6 | Scarifying old bituminous road by making 50x50mm furrows criss-cross at 1.0 metre intervals at 45 degree to the center line of the carriageway |
| 7 | 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]. Bymechanical means with a lead of 1 km. For Grading-I MaterialFor all rajasthan excepat Bikaner, Churu, Hanumangarh & Sri Ganganagar |
| 8 | 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]. Bymechanical means with a lead of 1 km. For Grading-I MaterialFor all rajasthan excepat Bikaner, Churu, Hanumangarh & Sri Ganganagar |
| 9 | 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 1 km lead |
| 10 | Extra rate for carriage of mix material additional lead from (in item 4.6) |
| 11 | From 2nd KM to 10th KMFor a lead of 10 KM |
| 12 | 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. |
| 13 | Providing and applying tack coat with Bitumen VG-10 using bitumen pressure distributor at the rate of 0.30 to0.40 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503 and IRC-16-2008 |
| 14 | 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 @ 4.0 to 4.5 per cent 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 Clause505 complete in all respects.Grading - II (26.5 mm (Nominal Size))Bitumen (VG-30)For all Rajasthan except Bikaner and Sri Ganganagar |
| 15 | 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 @ 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 MoRTHSpecifications Clause 507 complete in all respects for Grading-II(13 mm nominal size) Bitumen (VG-30)For all Rajasthan except Bikaner and Sri Ganganagar |
| 16 | Providing and filling joint sealing compound in CC Pavement/Structures as per drawings and MoRTH specifications with coarse sand and 6 per cent bitumenby weight |
| 17 | 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 |
| 18 | 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 1:3:6For all Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar |
| 19 | Plain/reinforced cement concrete in open foundation complete as per drawings and MoRTH specification Clauses 1702, 1703, 2102 ans 2104 P.C.C grade M 20 Nominal mix 1:2:4For all Rajasthan except Sri Ganganagar |
| 20 | Supplying, fitting and placing TMT bar reinforcement (Primary Steel) in foundation, substructure and superstructure at any level complete as per drawings and MoRTH specifications Clauses 1009,1600 and 2102 |
| 21 | Stone masonry work in cement mortar in foundation complete as per drawing and MoRTH specifications Clauses 1402, 1405, 2102& 2104. Random Rubble Masonry In 1:4 cement mortarFor all Rajasthan except Churu and Hanumangarh |
| 22 | Stone masonry in cement mortar for substructure complete as per drawing & MoRTH specification Clauses 1402, 1405 & 2200 Random rubble masonry In 1:4 cement mortar |
| 23 | 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 |
| 24 | Plastering with cement mortar (1:3) 15mm thick on brickwork in parapet as per MoRTH specifications Clauses 1312.4 |
| 25 | 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 |
| 26 | 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 |
| 27 | Ordinary Kilometer Stone (Precast) |
| 28 | 5th Kilometre Stone (precast) |
| 29 | 200 m stone (precast) |
| 30 | Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade of required shade and colour supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing and Specifications. 900 mm equilateral triangle |
| 31 | 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 a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 900mm equilateral triangle |
| 32 | Supplying & Fixing route Marker reflective sign boards consisting of shield marked on M.S. flat 14 gauge of size 40 x 60 cm and definition plate of 30 x 25 cm, 14 gauge, fixed on mild steel posts of T Iron or Angle Iron for NH/SH |
| 33 | Supplying & Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded incircular disk of ABS plastic on each side. |
| 34 | Supply of ‘L’ type Bollard made out of 1.25 mm thick M.S. sheet height 134 cm, welded in circular type ring section having upper dia 15 cm. and lower dia 21 cm with another attachment of 15x15 cm circular section with 15 cm. face plate and hold fast at bottom, whole body is processed in white stoving enamel and red reflective 3 hands, each of7.5 cm end one reflective sheet of 15 cm. dia provided to it complete in all respect. |
| 35 | 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 allarount it. |
| 36 | Supply of Swiss type of Hazard marker, made out of 2 mm thick M.S. sheet size of box is 15x15 cm with hold fast at bottom, the body is painted in orange stoving enamel paint with white/high intensity grade micro-prismatic type sheeting, on all four side. |
| 37 | Supply & Fixing of Chevron sign of size75x60 cm made out of aluminum sheet 2mm thick with fixing provision on M.S. angle iron post 50x50x6mm 3M long screwed with stainless steel nut bolts of 8mm dia, plate is covered by high intensity grade yellow retro-reflective sheeting and black screen printed arrow on Retro Reflective Sheet, complete in all respect. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 38 | 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 |
| 39 | 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. |
| 40 | Fabrication & assembling of over head gantry & cantilever type structure as per drawing & design including steel work in built up tubular trusses , cutting / hoisting, bolting & fixing in position & applying coat of red oxide paint including special type of nut, bolts( Bolt up to 750 mm ) and washers complete & finishing with grey enamel paint . |
| 41 | Supply of High Intensity retro reflecting Type IV sign plate made out of 2.0 mm thick aluminum sheet face to be fully covered with blue / green high intensity grade retro reflective sheet and logo/ matters, boarder made of with similar type of white sheeting after etching treatment of aluminum sheet , the back side is to be painted with epoxy grey paint. The plate is to be fixed on 40x40x5 mm angle iron frame with help of aluminum rivets. |
| 42 | 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 |
| 43 | White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per MoRTH specifications Clause 800 Please Enable Macros to View BoQ information |
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