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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹5.9 Cr
EMD Value
₹11.7 L
Closing Date
18 Nov 2026, 11:00 am5d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
EE PWD NH Dn Udaipur
EE PWD NH Dn Udaipur
Installation of Street light, high mast light on vulnerable location and other road safety work Between Ch. 0/00 to 91/00 and Junction improvement at Ch. 27/900 to 28/300 (Ran Ghati) on NH-58E including road safety Work on NH-58E
2026_MoRTH_927843_1
NIT 2/2026-27 EE PWD NH Dn Udaipur
Open Tender
Civil Works - Highways
Percentage
270 days
Udaipur
Please refer Tender documents.
3 documents required · 3 mandatory
₹10,000
RPAO MORTH JAIPUR
₹11.7 L
EE PWD NH Dn Udaipur
18 Nov 2026
26 Sept 2026
19 Nov 2026
28 Sept 2026
18 Nov 2026
28 Sept 2026
7 Oct 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Providing and erecting "W" Metal Beam Crash Barrier — 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on CRC rolled channel vertical post 150x75x5mm spaced 2m c/c, 1.8m high (1.1m below ground level), all steel parts hot-dip galvanized, fittings conforming to IS:1367 & IS:1364, beam rail fixed with spacer channel 150x75x5mm, 330mm long | 350 | RM | 2,859.32 | ₹10,00,762 |
| - | Earth work in excavation for foundation of structure completewithall lift, dewateringshoringandshuttering etc. .including refilling of trenches in 25.mm layers, ramming,wateringanddisposal of surplussoilwithina lead of 1000 meters, as per drawing and technical specification.[MoRTH Specification : Clause : 304] in hard soil upto depth of 3m | 8,295 | Cum | 140.68 | ₹11,66,940.6 |
| - | Providing and laying Plain Cement Concrete (PCC) of M15 grade with 20 mm nominal size stone aggregate, mechanically mixed and vibrated, in foundation up to a depth of 1.50 m below ground level and/or 1.50 m above ground/bed level, complete as per specifications. | 701.81 | Cum | 3,879.66 | ₹27,22,795.82 |
| - | Providing and laying Random Rubble stonemasonry incement sandmortar 1:3, in foundation up to a depth of 1.50 meters and also 1.50 meters above Ground
/Bed level [MoRTH Specification : Clause 1000/1400] | 8,629.53 | Cum | 3,541.53 | ₹3,05,61,742.92 |
| - | Providing and fixing precast cement concrete coping of 1:2:4 mix, 50 mm thick, complete as per specifications. | 2,020 | Sqm | 196.61 | ₹3,97,152.2 |
| - | Providing raised and cut pointing to stone masonry in cement mortar of proportion 1:3, complete as per specifications. | 8,518.75 | Sqm | 53.39 | ₹4,54,816.06 |
| - | Providing and laying of marking of centre line, stop line, etc. with hot thermoplastic compound of approved quality with Type-1 glass beads (Table 800-9), 2.5 mm thick on road/plain surface, including reflectorising glass beads Type-2 (Table 800-10) @ 250 gms per sq. m 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 shall be level, uniform and free from streaks and holes, as per Clause 803 of MoRTH Specifications, including all materials, labour, machinery, lighting, guarding and maintenance of diversion. | 7,560 | Sqm | 610.17 | ₹46,12,885.2 |
| - | 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 | 5,048 | Each | 142.37 | ₹7,18,683.76 |
| - | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits, including all lifts and leads, transportation to site, spreading, grading to the required lines, levels and slopes, and compaction using an 8–10 tonne vibratory roller to meet the requirements of Table 300-2, complete as per MoRTH Specification Clause No. 305. | 5,775 | Cum | 219.49 | ₹12,67,554.75 |
| - | Providing and laying granular sub-base material having Plasticity Index (P.I.) not more than 6, including spreading in layers not exceeding 150 mm compacted thickness and consolidation by 8–10 tonne power roller to the required camber and grade, including cost of water, hire charges of machinery, T&P and all leads (compacted thickness to be measured), as per MoRTH Specifications Tables 400-1 and 400-2. for grading III mateial | 288.75 | Cum | 683.05 | ₹1,97,230.69 |
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