Tender For Special Repair Works In Lalsot - Karauli Section Of Nh-23 As Drainage Work At Sitod And Kudgaon Village, Repair And Painting Of Exisitng Railing In Habitation Portion And Drain Repair And Cleaning Of Existing Drain And Junction Improvement
Tender Value
7.92 Crore
Estimated cost
Bid Submission
26 Oct 2026
25 days left
EMD
15.85 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaipur → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Special Repair Works In Lalsot - Karauli Section Of Nh-23 As Drainage Work At Sitod And Kudgaon Village, Repair And Painting Of Exisitng Railing In Habitation Portion And Drain Repair And Cleaning Of Existing Drain And Junction Improvement In The State Of Rajasthan (Dlp Period Three Years)
BOQ
| Sl. No. | Item Description |
| 1 | RCC Drain (2000 mm x 2000 mm) in Sitod Bhatta Km 67/100 to Km 68/600 |
| 2 | Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304]. In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m |
| 3 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. P.C.C.M-15 grade. Drain foundation |
| 4 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. R.C.C.M-25 grade |
| 5 | Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)]. HYSD bar reinforcement for RCC Drain (Provide steel 70kg/cum) |
| 6 | RCC Drain (1200 mm x 1000 mm) in Kudgaon village from Km 105/200 to Km 105/500 and Gangapurcity from Km 81.925 to Km 82.550 |
| 7 | Earth work in excavation for foundation of structure complete with all lift, dewatering shoring and shuttering etc. .including refilling of trenches in 25.mm layers, ramming, watering and disposal of surplus soil within a lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304] In Ordinary/Soft rock [MoRTH Specification: Clause : 301] If blasting is not resorted to In ordinary Soil [MoRTH Specification : Clause : 301] Depth upto 3m |
| 8 | Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. P.C.C.M-15 grade |
| 9 | Structural cement concrete (Design Mix) in open foundations, with form work, at any level. Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification. [MoRTH Specification : Section 1700(N)&1500(N)]. Using Batching Plant, Transit Mixture, and Concrete Pump. R.C.C.M-25 grade |
| 10 | Providing and laying Steel reinforcement at any level in foundation complete as per drawing and technical Specification.[MoRTH Specification : Section: 1600(N)]. HYSD Bar Reinforcement For RCC Drain (Provide steel 70kg/cum) |
| 11 | Repair and painting of existing Railing |
| 12 | Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. Extra if square,rectangular hollow tubelar sections are used or grill made by flats only. |
| 13 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 14 | New Surface |
| 15 | Old Surface (Annexure-1) |
| 16 | Emptying of Septic tank ,Soakage well etc. by disposing or sludge upto 5 Km. lead & taking out sewage including cleaning of site. |
| 17 | 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 |
| 18 | 90 cm equilateral triangle. Crash Prone Area sign board |
| 19 | Other Board |
| 20 | Mandatory/ Regulatory retro reflective sign boards 60 cm Dia made out of 2.0 mm thick aluminum sheet riveted on a frame of 40X40X3mm angle Iron, face to be fully covered by white/ blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed back ground with epoxy paint, confirming to MoRTH specifications. (2013) CI. 801 with angle iron post 65x65x6 mm 3 M.long. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 21 | Supplying Informatory sign board size 60x80 cm. made out of 2.0 mm thick aluminum sheet riveted on a frame of 40X40X3mm angle Iron, face to be fully covered by white / blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed background with epoxy paint, complete confirming to MoRTH specifications (2013) cl. 801 with angle iron post 65 x 65 x 6 mm.3 Mtr. Long. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 22 | 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 high octagon |
| 23 | Supplying route Marker reflective sign boards consisting of shield marked on M.S. flat 14 gauge of size 60 x 45 cm and definition plate of 30 x 25 cm, 14 gauge, fixed on mild steel posts of Angle Iron of 65X65X6mm – 3mtr.long for NH/SH: Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 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. |
| 25 | - Do- size 600x900 mm |
| 26 | - Do- size 900x1200 mm |
| 27 | - Do- size 900x1500 mm |
| 28 | 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 |
| 29 | Installation of sign board having the post like mandatory cautionary & informatory board includes excavation, cement concrete 1:5:10 (30X30X60) cm and transportation complete. |
| 30 | Solar Raised Pavement Markers: As per ASTM D 4280 & ASTM D 788 Supply & Installation of Solar Raised Pavement Markers made of Aluminium Alloy Body with Squre shape, solar powered, LED self illumination in active mode. The solar stud marker shall support a load of 25000 kg tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to lS:12063:1987 standard and should withstand temperatures in e of 10°C to 75°C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency blinking is 2Hz. There should be super bright LEDs (one gach side with over 5000 (Milicandle) luminous intensity) and its visibilty should not less than l000meter distance in night. The Height, width and length of the marker shall be less than 20mm,125mm, 125mm and it should have one cylinder type shank 30mm + / - 2mm and length of shank should be 60mm +1-5mm. Fixing will be by drilling holes on the road for the shanks ,to go inside, without nails and using epoxy resin based adhesive |
| 31 | Raised Payment Marker (Cats Eye): Supplying and Fixing of Molded Shank Raised Pavement Markers made of ABS Moulded body and Polycarbonate Reflective panels with Micro Prismatic Lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 35000 Kilogram tested in accordance to ASIM D 4280 & ASTM D 788. The Height of Road Stud is 20mm, Width 100mm, Length 100mm and minimum reflective area of 13 sqcm on each side.The Strength of detachment of the integrated cylender shank not less than 14+/-2mm (Thickness) and height not less than 30+ 2mm from the body. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive |
| 32 | Providing and Fixing of Flexible Median Markers as per IRC 79:2019 which shall be made of combination of tough, high impact resistant molded thermoplastic body along with floroscent yellow colour retro-reflective Class C sheeting with minimum exposed reflective area 285 square mm and with rebound property. The reflective sheeting should confirm to Class C Yellow sheeting as per IRC 67-2012 . The flexible median marker shall have overall height of minimum 180 mm, width of minimum 120 mm, body thickness of minimum 2.0 mm and shank depth of minimum 30mm. The retroreflective sheeting shall be on both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The edge of sheeting should not come out easily by putting nails, sharp objects etc. The logo of the manufacturer shall be embossed on either side of the body. The product design has to with stand all natural impacts and should not get damaged if any pedestrian stamp on top of it intentionally or unintentionally. The product should bend up to 90 degree on both sides without breakage or damage. The Flexible Median Marker shall be tested from Government Lab for reboundability and tensile test as per IRC 79 :2019. |
| 33 | SITC of Crystal control Road warning Blinker system with solar panel module with 300mm LED Module of minimum 190 Nos., Blinker Units, Charging circuit, suitable SMF Rechargeable Battery (12 Volt,), including wiring, connections etc. complete in all respect |
| 34 | Junction Improvement |
| 35 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2 kg /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 ) |
| 36 | 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 loading of aggregate with Front end loader and hot mixing of binder (including cost of anti-stripping compound, wherever required) and filler as per table 500-9 with aggregates in hot mix plant More than 60-90 TPH Transporting the mix material 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 150-250 KN,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. Grading I (19 mm nominal size) - Bitumen @ minimum 5.20% of mix & thickness 50 mm VG 40 Grade |
| 37 | 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 high octagon |
| 38 | 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 |
| 39 | Mandatory/ Regulatory retro reflective sign boards 60 cm Dia made out of 2.0 mm thick aluminum sheet riveted on a frame of 40X40X3mm angle Iron, face to be fully covered by white/ blue high intensity grade retro reflective sheeting with Red/white symbol, cut out or screen printed back ground with epoxy paint, confirming to MoRTH specifications. (2013) CI. 801 with angle iron post 65x65x6 mm 3 M.long. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 40 | Installation of sign board having the post like mandatory cautionary & informatory board includes excavation, cement concrete 1:5:10 (30X30X60) cm and transportation complete. |
| 41 | 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 25 Ton. 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 length 75mm) and using epoxy resin based adhesive |
| 42 | 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. |
| 43 | Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) Swaged tubular pole conforming to IS: 2713-1980 (part I to II) with galvanised base plate, The pole shall be made from steel tube & Pipe (IS:1141, Fe 410) including excavation of the pit and filling the same with C.C. of M-20 grade (1:1.5:3) from base plate to 50 cm above ground level, with the help of steel frame not less than 40 cm dia up to 114.3mm outer dia and 50 cm beyond 114.3mm outer dia around the pole. Duly finished with cement plaster, earthing terminals, cable entry with 32 mm dia. 'B' class GI cable sleeves complete as required. of following height & designation. ( See Table P - 02 for specs. ) All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR. 9.0 Mtr. ( 410 SP - 28 ) |
| 44 | Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. Overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure \\"A\\" attached with this BSR . Single arm overhang |
| 45 | S& F of all in one solar LED street light fixture with Integrated high efficient Monocrystalline panel with Lithium (LiFePO4) Ferro Phosphate battery with BIS approved make .luminaire should be secondary optic lenses for better distribution with delivered efficacy of > 100 Lumen perwatt.Bidder shall have in house R&D Laboratory which is recognised by ministry of Science & Technology department, Govt. OfIndia/ NABL. Bidder shall have inhouse pole & luminaire manufacturing facility. Luminaire can be supplied with Hybrid switch along with indicator to understand the source of power( either from solar or AC supply).shall have certificate tested fromMNRE approved Lab. Guarantee for total system is two years .Note: All the above should be integrated and should be 1 system. make: Bajaj/ Philips / Crompton.Compact Solar LED Street Light - 90W(MONO) 18V/ 12.8V 42Ah/60W. In Habitataion areas Bheruwas village, Pakka Dhora, Suratpura, Dabar, Kherli, Sitod, Koyla, Thali, Gangaji ki kothi, Salempur, Kudgaon and Mahmudpur |
| 46 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces. Old surface |
| 47 | Dismantling up to 1.5m in foundation and/or 1.5m above ground level including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material, and stacking serviceable material with in a lead of 1000m. [MoRTH Specification clause 202]. Pre-stressed/ reinforced cement concrete grade M-20 & above |
| 48 | Providing and fixing of reinforced Ferro-Cement drain covers designed for 'A' & 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosive bitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistance compound, abrasion resistant complete as per approved design etc. For Class - 'AA' loading |
| 49 | Median Plantation Work in Karauli town on Lalsot-Karauli Road NH-23 (Old NH-11B) in the state of Rajasthan. |
| 50 | Shrubs in central verge where verge is less than 3.0 meters with one row of 300 shrubs in one Km. Planting shrubs |
| 51 | Maintenance of Shrubs in Central verge for one year by the contractor including of pits watering as per requirement, preparation of Thavala, Hoeing, weeding etc. & application of insecticieds with material etc. & security etc complete in all respect including cost of material, T&P, labour, transportation etc. all. If the plant/Shrubs die during maintenance, contractor has to replace same height plant at his own cost. |
| 52 | Digging holes in all kinds of soil and refilling the same with the excavated earth mixed with well decayed farm yard manure (cost of well decayed farm yard manure to be paid separately). Hole 0.6 m dia and 0.6 m deep |
| 53 | Procurement of plant from nursury having age not less than 2 year and 1.5 m height, loading, unloading, transportatin and planting in pit icluding Making of cresent shaped thanvala, having 45cm radious, around planted or natural plants in clayey loam soil etc complete of species as directed by the Engineer In charge |
| 54 | Maintenance of plants in 1st year by the contractor including of pits watering (twice a month) preparation of Thavala, Hoeing, weeding etc. & application of insecticieds with material etc. & security etc complete in all respect including cost of material, T&P, labour, transportation etc. all. If the plant die during maintenance, contractor has to replace same height plant at his own cost. |
| 55 | Maintenance of plants in 2nd year by the contractor including of pits watering (twice a month) preparation of Thavala, Hoeing, weeding etc. & application of insecticieds with material etc. & security etc complete in all respect including cost of material, T&P, labour, transportation etc. all. If the plant die during maintenance, contractor has to replace same height plant at his own cost. |
| 56 | Deduct @ 18% GST Please Enable Macros to View BoQ information |
| 57 | Deduct @ 18% GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 26, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 25 daysOct 27, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 26 daysTender Documents
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