Tender For Stmc Work On Nh-56 (Old Nh-113) Km 80/000 To 152/800, 153/100 To 156/650, 157/180 To 172/340, 172/850 To 176/540 Pratapgarh-Padi Section In The State Of Rajasthan Andconstruction Of 2 Lane Road In Forest Area From Km 38+100 To 43+040, 46+500 To
Tender Overview
Project Description
Tender For Stmc Work On Nh-56 (Old Nh-113) Km 80/000 To 152/800, 153/100 To 156/650, 157/180 To 172/340, 172/850 To 176/540 Pratapgarh-Padi Section In The State Of Rajasthan Andconstruction Of 2 Lane Road In Forest Area From Km 38+100 To 43+040, 46+500 To 47+080, 51+640 To 54+500 Forest Section (8.40 Km) Of Nh-113 On Epc Mode In The State Of Rajasthan
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 09-Oct-2026 | SBD | Technical Bid | 26-Oct-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201.by mechanical means in light jungle |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material up to a lead of 1000m including removal and disposal of top organic soil not exceeding in 150 mm thickness as per MoRTH specification clause 201.by manual means in light jungle |
| 3 | Construction of sub grade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to require slope and compacted by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 as per MoRTH specification Clause No. 305. |
| 4 | Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil with all leads & lifts and compacting it with plate compactor complete as perMoRTH specification Clause 3003. |
| 5 | Dismantling of flexible pavements and disposal ofdismantled materials upto a lead of 1000 meters,stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202 By Mechanical Means :Bituminous courses |
| 6 | Providing, laying, spreading and compacting stone aggregate for Wet Mix Macadam(as per table 400-12 and 400-13) specification including premixing the material with water to OMC in wet mix plant as per approved design mix,carriage of mixedmaterial by Tipper to site, laying inuniform layers with motor grader/Front end Loader/paverfinisher, in sub base/base course on a well prepared underbase and compacting with vibratory roller to achieve the desired density including lighting,guarding,barricading and maintenance of diversion etc. (MoRTH specification :Clause 406 & Clause 112) by mechanical means with all lead . |
| 7 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @6kg/10 Sqm with a self propelled or towed bitumen pressure sprayerequipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface) |
| 8 | Providing and applying tack coat on the prepared surface,with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications@2kg /10sqm.With a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification Clause 503 & 112 ( Including cleaning of bituminous road surface ) |
| 9 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 &500-10 and design mix for base/binder course including loading of material with Front end loader, heating of binder(including cost of anti-stripping compound wherever required) aggregate and filler as per table 500-9, In hotmix plant More than 60-90 TPH, transporting the mixed material by tippers and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power roller sand vibratory rollers or pneumatic tyred roller 150-250KN.TP 0.7MPa to achieve the desired density(approved by the department) but excluding cost of primer/tack coat. [MoRTHSpecification : Clause 505 & 112] with all leads Grading II (26.5mmnominal size) -Bitumen@minimum 4.5% of mix using VG40 ( thickness 50 - 75 mm ) |
| 10 | Providing and laying bituminous concrete as per design mix on prepared surface with specified graded stone as per table 500-16 & 500-17 for wearing course including loadingof aggregate with Front end loader and hot mixing of binder(including cost of anti-stripping compound, whereverrequired) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mixmaterial with tipper and laying with sensor paver finisher(as per clause 507.3.5) to the required level ,grades and rolling with vibratory compactor and pneumatic tyred roller 150-250KN,TP=0.7 Mpa, to achieve the desired density (approved by the department) excluding cost of primer/tack coat (MoRTH Specification :Clause-507&112) with all lead GradingII (13.20 mm nominal size)-Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mm VG 40 Grade |
| 11 | Filling pot-holes and patch repairs with bituminous concrete, 40 mm with removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per Clause 503 back filling the pot holes with hot bituminous material using 60/70 grade bitumen @ 5.0%of total mix & mixed in hot mix plant 40-60 TPH capacity and carriage with all leads as per clause 509, compacting with smooth wheel roller 8-10 tonne, trimming & finishing the surface to form a smooth continuous surface, all as per MoRTH specification Clause 3004.2 |
| 12 | Clearance of landslides in soil and ordinary rock by a bull- dozer D 80 A-12 , 180 HP and disposal of the same on the valley side as per MoRTH specification Clause 3000. |
| 13 | Providing and laying marking of center line and stop line etc with hot thermoplastic compound of approved quality with type-1 glass beeds (Table-800-9) , 2.5 mm thick on road/ plain surface, including reflectorising glass beads type-2 (Table-800-10) @ 250 gms per sqm area with special applicator machine, as per IRC:35 including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control involved. The finished surface to be level, uniform and free from streaks and holes as per clause 803 of MoRT&H Specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. |
| 14 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing 90 cm equilateral triangle |
| 15 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, 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 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing,60 cm circular shape |
| 16 | Supplying and fixing of Cat’s Eye made of aluminum alloy size 75x100x22 mm having 21 biconvex lenses embedded in circular disc of ABS plastic on each side. |
| 17 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on CRC rolled channel vertical post, 150 x 75 x 5 mm spaced 2 mm centre to centre, 1.8 m high, 1.1 m below ground / road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS: 1367 and IS: 1364 , metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRTH specification Clause 811.3. |
| 18 | Providing & fixing letters/ borders from reflective tape ofapproved quality of standard width (MORTH SpecificationClause 800) P & F Borders (50mm wide |
| 19 | Supply 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 8 M 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 |
| 20 | Supplying and fixing of Direction and place identification sign board made out of 2 mm thick M.S. sheet framed to angle iron 40x40x5 mm and two vertical posts of angle iron of size 65x65x6 mm 3 meter long with hold fasts, stove enameled paint reflective letter symbol Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom Size 1500x1200 mm |
| 21 | Fixing of cut stone/Precast R.C.C. stones with loading unloading & Transportation to its fixing site including earth work & cement concrete (1:4:8) letter and numerals, Painting with enamel paint etc. foundation as per IRC/MoRTH specifications complete (excluding the cost of Cut stones/R.C.C. Precast stones) Km Stone for NH, SH & ODR |
| 22 | Supplying and fixing pre cast R.C.C. stones (M-15mix) using one percent steel reinforcement, including finishingin cements and mortar1:3,earthwork,cement concrete1:4:8 engraving letters and numerals, painting with enamel paint etc. complete as per IRC standard design.(200 Meter stone ( size 15 x10x65 cm) |
| 23 | Supply & fixing 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 around it. |
| 24 | Supply or Retro-reflective Name Board size 600x900 made out of 2mm thick aluminum sheet fixed on post and frame made out or angle iron 50x50x6mm, 3M long using stainless steel nut bolts of 8 mm dia, aluminum sheet is covered with high intensity grade Retro-reflective sheeting and non reflective letters in black, post duly painted in black and white synthetic enamel, complete in all respect. Confirming to MoRTH specifications (2013) c1. 801.- Do- size 900x1500 mm |
| 25 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces, on old surface |
| 26 | Clearing roadside/Median openlined/puccadrains/covered drains/piped drains including Manholes, gratings, channels and Galisetc.of all sizes and bring them to original shape, drainage capacity incuding disposal of sediments, extraneous debris & vegetation growth blocking the free flow from site outside ROW with all leads and lifts complete in all respects as directed by the Engineer in charge and as per Additional Maintenance Standard clause no. 6.12.1). (Frequency of cleaning in urban areas will be quarterly whereas in rural are as it will be twice in year i.e.before and after monsoon).Maintenance of drain as per MoRT&H specification clause 201 & 280 |
| 27 | Rumble Strips: As per MORTH Circular No. RW/NH 33037/01/2016 S&R (R) Dated 29.08.2016: Supply and installation of Plastic Rumble Strip made of Poly Ethylene Material with rectangular shape in HEXACORE DESIGN. The size of rumble strips should be Length 500mm Width 200mm and Height 15mm with Loading Capacity/ Compressive Strength 25Ton.The High Intensity Prismatic tapes colour red/yellow should fixed on the core of Rumble strip for night vision. Fixing will be by drilling holes on the road with nails(size 8mm thickness and length75mm) and using epoxy resin based adhesive |
| 28 | Construction of unlined surface drains of average cross sectional area 0.40sqm in soil to specified lines,grades,levels and dimensions to the requirement of clause 301and 309.Excavated material to be used in embankment within a lead of 50 metres (average lead 25 metres) |
| 29 | Supply,placing and compacting readymade cold bituminous pothole patching mix in accordance with IRC : 116-2014 Specifications in 50Kg Plastic- lined sturdy bags with 10 Km. average lead for supply and 20 Km average lead for placement.Mix Shall contain at least 5.6% MC-800 Cutback bitumen and suitable anti-stripping agent.Mix shall be workable and usable for at least 6 months.All 50Kg.bags shall be transported to a storage facility designated by the Engineer.Since the mix contains volatile kerosene, sealed bags shall not be stored in a closed building or warehouse.No open flame or smoking shall be permitted near the stored mix Please Enable Macros to View BoQ information |
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