Tender For Strengthening & Renewal Work On Merta- Lambiya- Ras Road (Sh-39 Old) Km 112/0 To Km 129/0 Or (Nh-158) Km 0/0 To 17/0 (Four Lane Bot Road)
Tender Overview
Project Description
Tender for Strengthening & Renewal Work On Merta- Lambiya- Ras Road (Sh-39 Old) Km 112/0 To Km 129/0 Or (Nh-158) Km 0/0 To 17/0 (Four Lane Bot Road)
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 dates25.05.2026 | Date | 01-Jun-2026 |
| 3 | 21-May-2026 | Corrigendum No. 2 dated 21.05.2026 | Technical Bid | 08-Jun-2026 |
| 4 | 21-May-2026 | Corrigendum No. 1 dated 21.05.2026 | Technical Bid | 08-Jun-2026 |
| 5 | 20-May-2026 | Engineers Cost Renewal work MLR Road 20.05.2026 | Other | 08-Jun-2026 |
| 6 | 20-May-2026 | Engineers Cost Renewal work MLR Road 20.05.2026 | Other | 25-May-2026 |
| 7 | 25-May-2026 | Corrigendum to modified dates25.05.2026 | Date | 01-Jun-2026 |
| 8 | 21-May-2026 | Corrigendum No. 2 dated 21.05.2026 | Technical Bid | 01-Jun-2026 |
| 9 | 21-May-2026 | Corrigendum No. 1 dated 21.05.2026 | Technical Bid | 01-Jun-2026 |
| 10 | 20-May-2026 | Engineers Cost Renewal work MLR Road 20.05.2026 | Other | 01-Jun-2026 |
| 11 | 22-Jun-2026 | Corrigendum to modified dates 22.06.2026 | Date | 29-Jun-2026 |
| 12 | 15-Jun-2026 | Corrigendum to modified dates 15.06.2026 | Date | 22-Jun-2026 |
| 13 | 25-May-2026 | Corrigendum to modified dates25.05.2026 | Date | 01-Jun-2026 |
| 14 | 21-May-2026 | Corrigendum No. 2 dated 21.05.2026 | Technical Bid | 29-Jun-2026 |
| 15 | 21-May-2026 | Corrigendum No. 1 dated 21.05.2026 | Technical Bid | 29-Jun-2026 |
| 16 | 20-May-2026 | Engineers Cost Renewal work MLR Road 20.05.2026 | Other | 29-Jun-2026 |
| 17 | 08-Jun-2026 | Corrigendum to modified dates 08.06.2026 | Date | 15-Jun-2026 |
| 18 | 01-Jun-2026 | corrigendum to modified dates 01.06.2026 | Date | 08-Jun-2026 |
| 19 | 29-Jun-2026 | Corrigendum to modified dates 29.06.2026 | Date | 06-Jul-2026 |
| 20 | 21-May-2026 | Corrigendum No. 2 dated 21.05.2026 | Technical Bid | 06-Jul-2026 |
| 21 | 21-May-2026 | Corrigendum No. 1 dated 21.05.2026 | Technical Bid | 06-Jul-2026 |
| 22 | 20-May-2026 | Engineers Cost Renewal work MLR Road 20.05.2026 | Other | 06-Jul-2026 |
| 23 | 08-Jun-2026 | Corrigendum to modified dates 08.06.2026 | Date | 15-Jun-2026 |
| 24 | 01-Jun-2026 | corrigendum to modified dates 01.06.2026 | Date | 08-Jun-2026 |
| 25 | 25-May-2026 | Corrigendum to modified dates25.05.2026 | Date | 01-Jun-2026 |
| 26 | 21-May-2026 | Corrigendum No. 2 dated 21.05.2026 | Technical Bid | 15-Jun-2026 |
| 27 | 21-May-2026 | Corrigendum No. 1 dated 21.05.2026 | Technical Bid | 15-Jun-2026 |
| 28 | 20-May-2026 | Engineers Cost Renewal work MLR Road 20.05.2026 | Other | 15-Jun-2026 |
| 29 | 15-Jun-2026 | Corrigendum to modified dates 15.06.2026 | Date | 22-Jun-2026 |
| 30 | 08-Jun-2026 | Corrigendum to modified dates 08.06.2026 | Date | 15-Jun-2026 |
| 31 | 01-Jun-2026 | corrigendum to modified dates 01.06.2026 | Date | 08-Jun-2026 |
| 32 | 25-May-2026 | Corrigendum to modified dates25.05.2026 | Date | 01-Jun-2026 |
| 33 | 21-May-2026 | Corrigendum No. 2 dated 21.05.2026 | Technical Bid | 22-Jun-2026 |
| 34 | 21-May-2026 | Corrigendum No. 1 dated 21.05.2026 | Technical Bid | 22-Jun-2026 |
| 35 | 20-May-2026 | Engineers Cost Renewal work MLR Road 20.05.2026 | Other | 22-Jun-2026 |
| 36 | 06-Jul-2026 | Corrigendum to modified dates 06.07.2026 | Date | 13-Jul-2026 |
| 37 | 20-May-2026 | Engineers Cost Renewal work MLR Road 20.05.2026 | Other | 13-Jul-2026 |
| 38 | 21-May-2026 | Corrigendum No. 2 dated 21.05.2026 | Technical Bid | 13-Jul-2026 |
| 39 | 21-May-2026 | Corrigendum No. 1 dated 21.05.2026 | Technical Bid | 13-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Part A BT 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 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 upto 1.5 m and lead upto 1000 m as per MoRTH Specification Clause 301.3 |
| 4 | 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 |
| 5 | Granular Sub-Base with Close Graded Material (Table:- 400-1) 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 All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar, For Grading-III Material |
| 6 | 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. For All Rajasthan except Bikaner, Churu, Hanumangarh and Sri Ganganagar |
| 7 | Tack Coat : Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.30 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per MoRTH Specification Clause 503. |
| 8 | 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) For All Rajasthan except Bikaner and Sri Ganganagar Grading - II (26.50 mm (Nominal Size)) |
| 9 | 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, For All Rajasthan except Bikaner and Sri Ganganagar, for Grading-II(13 mm nominal size) Bitumen (VG-30) |
| 10 | Part-B (CC Work) |
| 11 | 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. For All Rajasthan except Bikaner. |
| 12 | Cement Concrete Pavement with Slip Form Paver Construction of un-reinforced , plain cement concrete pavement M-40 (Grade), thickness as per design, over a prepared sub base, with 43/53 grade cement as per Clause 602, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a in fully automatic computerised compatible with Printer and Pen Drive 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 Slip 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 MoRTH Specification Clause 602 should have minimum flexural strengthen of 4.5 MPa, with all required equipments. (Dowel Bars and Tie Bars will be paid seprately). |
| 13 | 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. |
| 14 | Part 'C' Side Drain Work |
| 15 | 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 |
| 16 | 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 For All Rajasthan except Bikaner, Hanumangarh and Sri Ganganagar Nominal mix 1:3:6 |
| 17 | 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 For All Rajasthan except Bikaner, Hanumangarh and SriGanganagar |
| 18 | Supplying, fitting, and placing TMT bar reinforcement (Primary Steel) in Foundation, Substructure and superstructure at any level complete as per drawing and MoRTH specifications Clauses 1009,1600 and 2302 |
| 19 | 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. |
| 20 | Part-D (Road Furniture & Road Safety Work) |
| 21 | Retro-reflectorised Traffic Signs : 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 : 600 mm circular |
| 22 | Retro-reflectorised Traffic Signs : 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 GI pipe 50 mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and MoRTH Specification Clause 801 : 900 mm equilateral triangle. |
| 23 | Retro-reflectorised Traffic Signs : 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 : 800 mm x 600 mm rectangular. |
| 24 | Direction and Place Identification signs with size more than 0.9 sqm size board : Retro-reflectorised Traffic Signs : 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 exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and MoRTH Specification Clause 801 |
| 25 | Supply & Fixing of Chevron sign of size 75x60 cm made out of aluminum sheet 2 mm thick with fixing provision on M.S. angle iron post 50x50x6 mm 3 M 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. |
| 26 | Suppy of Swiss Type Bollard made out of 1.25 mm thick M.S. sheet, total height 135 cm, the lower portion is made in tapered circular section having upper dia 15 cm and lower dia 20 cm with attachment of one mandatory plate 7 mm thick M fixed with the help of 7 cm long, 30mm dia crome plated M.S. tube this part is fixed on the body with another attachment of a cap 30x7 cm. whole body is processed in black stoving enamel and mandatory plate in Azure blue, with one compulsory keep left arrow with 10mm border reflective strip each of 7.5 cm on body complete in all respect. |
| 27 | 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 all arount it. |
| 28 | Fixing of sign board having including excavation cement concrete 1:5:10 (30x30x60cm) and transportation complete of size : |
| 29 | Single Post |
| 30 | Two Post : 150x120x&120x75 cm |
| 31 | Supplying and Fixing of Cat’s Eye made of aluminium alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disk of ABS plastic on each side. |
| 32 | 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. |
| 33 | Providing and laying Precast reinforced cement concrete Box culvert section of M-40 grade designed for 'AA' class loading as per IRC specifications including to effect of impact, EQ etc. complete on firm base of 200mm thick lean concrete of M-10 grade with aggregate of size 40mm nominal of following internal size the work includes required safety measures cost of design of RCC Precast Box and its proof checking from IIT / NIT / Government Engineer College complete in all respect as per specifications. |
| 34 | Size 1.00 M x 1.00 M |
| 35 | Size 0.75 M x 0.75 M |
| 36 | Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and MoRTH Specification Clause 801 |
| 37 | Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409 Using Concrete Batching and Mixing Plant |
| 38 | 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) |
| 39 | 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 |
| 40 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans : Aluminium Alloy Plate for Over Head Sign |
| 41 | Providing and erecting overhead signs with a corrosion resistant 2mm thick aluminium alloy sheet reflectorised with high intensity retro-reflective sheeting of encapsulated lense type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.7 over a designed support system of aluminium alloy or galvanised steel trestles and trusses of sections and type as per structural design requirements and approved plans : Truss and Vertical Support Please Enable Macros to View BoQ information |
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