Tender For special repair (Special Repair) Work From Km 0/00 To Km 86/800 (Excluding Ongoing Work In Progress And Dlp Length) Of Shahpura-Bhugore Circle Section Of Nh-248A In The State Of Rajasthan (Dlp Period One Year)
Tender Value
69.35 Lakhs
Estimated cost
Bid Submission
16 Nov 2026
4 days left
EMD
1.38 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 (Special Repair) Work From Km 0/00 To Km 86/800 (Excluding Ongoing Work In Progress And Dlp Length) Of Shahpura-Bhugore Circle Section Of Nh-248A In The State Of Rajasthan (Dlp Period One Year)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Oct-2026 | Corrigendum 1 Date | Date | 05-Nov-2026 |
| 2 | 03-Nov-2026 | Corrigendum 2 Date | Date | 16-Nov-2026 |
| 3 | 23-Oct-2026 | Corrigendum 1 Date | Date | 05-Nov-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 area of light jungle |
| 2 | Restoration of rain cuts with soil, Morrum, gravel or a mixture of these including all leads and lifts and cost of arrangement of land, clearing the loose soil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammer to restore the original alignment levels & slopes complete as per MoRTH specification Clause 3002. |
| 3 | 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 per MoRTH specification Clause 3003. |
| 4 | Repair of pot holes by Wet Mix Macadam material by removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, compacting base of excavation as per clause 503, back filling the pot holes with wet mix macadam material by manual means as per clause 406, compacting with roller 8-10T, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004. |
| 5 | 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 |
| 6 | Providing and laying marking of center line and stop line and zebra crossingetc 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. |
| 7 | 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 |
| 8 | 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 |
| 9 | Clearing slab/box type culvert and pipe culvert including clearing, cleaning and reshaping of upstream and downstream phases of these culvert with in right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respects as per direction in charge (frequency of cleaning will be one time in a year i.e. before start of mansoon). |
| 10 | Clearing road side/Median open lined/ pucca drains/covered drains/piped drains including Manholes, gratings, channels and Galis etc. 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 areas it will be twice in year i.e. before and after monsoon).Maintenance of drain as per MoRT&H specification clause 201 & 2800. |
| 11 | 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 |
| 12 | Supplying cautionary / warning sign board 90 cm equilateral triangle 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. Comp. in all respect duly post painted in alternate band of Black/White synthetic enamel paint & hold fast at bottom |
| 13 | 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 |
| 14 | 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. - SIZE 900x1200 mm |
| 15 | 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 |
| 16 | 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 |
| 17 | Installation of sign board having the post like mandatory cautionary & informatory board includes excavation, cement concrete 1:5:10 (30X30X60) cm and transportation complete. |
| 18 | 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. |
| 19 | Providing and fixing of Precast concrete interlocking blocks of 60mm thick manufactured from fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class as per IS: 15658-2006. The C.C. interlocking paving blocks be laid on average 50mm thick bed of coarse sand and the joint is to be filled with fine sand. Laying procedure on compacted sub base as defined. The work includes earth work in cutting of B/T road, cutting of WBM road and disposal of unserviceable material with all leads & lifts and stacking of serviceable material complete job is to be executed as per the instructions of Engineer-in-charge. The rates to be inclusive of all lead, lifts & taxes General specification of Blocks: 50mm thick, Non traffic category, M30 Grade designation blocks |
| 20 | 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 Kerb laying machine using concrete mixture |
| 21 | 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 of 7.5 cm end one reflective sheet of 15 cm. dia provided to it complete in all respect. |
| 22 | Fixing of Bollard including excavation and laying cement concrete (1:3:6) (size 45x45x30cm) in foundation & curing complete as per specifications |
| 23 | 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. |
| 24 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. |
| 25 | Providing and erecting a \\"W\\" metal beam crash barriercomprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on CRC rolledchannel 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. |
| 26 | 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 ) |
| 27 | 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 II (13.20 mm nominal size) - Bitumen @ minimum 5.40% of mix & thickness 30 - 40 mmVG 30 Grade |
| 28 | Painting two coats after filling the surface with syntheticenamel paint in all shades on new plastered concrete Surfaces:Old Surfaces |
| 29 | Deduct @ 18% GST Please Enable Macros to View BoQ information |
| 30 | Deduct @ 18% GST Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 03, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 05, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Nov 16, 2026
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 days
Nov 05, 2026
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
CompletedNov 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 17, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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