Tender For Construction Of Gopalpura Mataji To Singhpura Service Road Ch. 289+100 To 289+800 Bhs Length (650 Mtr.) And For Reinforced Cement Concrete Crash Barrier And Safety Work From Km 263/160 To Km 306/700 On Nh-52 In The State Of Rajasthan
Tender Value
3.50 Crore
Estimated cost
Bid Submission
02 Nov 2026
4 days left
EMD
7.01 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
Kota → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Gopalpura Mataji To Singhpura Service Road Ch. 289+100 To 289+800 Bhs Length (650 Mtr.) And For Reinforced Cement Concrete Crash Barrier And Safety Work From Km 263/160 To Km 306/700 On Nh-52 In The State Of Rajasthan
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 23-Oct-2026 | DATE-CORRIGENDUM-01 | Date | 02-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 | Compaction of original ground with maximum of six passes of 8-10 tonnes power roller including filling depression occurring during rolling [MoRTH Specification : Clause 305.3.4] |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 Tonne to meet requirement of Table 300-2 including cost of compensation for earth taken from private land with ALL lead As per MoRTH specification Clause No. 305. |
| 4 | 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. |
| 5 | 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 all lead for grading - V material |
| 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 mixed material by Tipper to site, laying in uniform layers with motor grader/Front end Loader/paver finisher, in sub base/ base course on a well prepared under base 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 | Construction of median and Island above road level with approved material brought from barrow pits spreader, sloped and compacted as per MoRTH specification Clause 408. |
| 8 | Providing and applying primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 9 kg /10 Sqm with a self propelled or towed bitumen pressure sprayer equipped for spraying the material uniformly at specified rates and temperatures as per MoRTH specification CI 502 & 112 (Including cleaning of road surface ) |
| 9 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS : 8887 & manufacturer’s specifications @ 2.5 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 ) |
| 10 | 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 lording 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 hot mix plant More than 60-90 TPH transporting the mixed material by tipper and laying with sensor paver finisher as per clause 505.3.5 to the required level and grade rolling by self propelled power roller and vibratory roller or pneumatic tired roller 150-250 KN TP=0.7MPa to achieve the desired density (approved by the department ) but excluding cost of primer/tack coat [26.5mm nominal size] bitumen @minimum 4.5% of mix using VG 40 (thickness 50-75 mm ) |
| 11 | 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 mm VG 40 Grade |
| 12 | 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 Mixtre |
| 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 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 15 | 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 |
| 16 | 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. |
| 17 | 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]: hard soil Depth Up to 3 m |
| 18 | Structural Cement concrete (Design Mix) in open Foundation, with from work,at any level Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification.[MoRTH Specification:Section 1700 & 1500].using batching plant, transit mixture and concrete pump P.C.C M-15 Grade |
| 19 | Structural Cement concrete (Design Mix) in open Foundation, with from work,at any level Cement concrete for plain/reinforced concrete in open foundation as per drawing and technical specification.[MoRTH Specification:Section 1700 & 1500].using batching plant, transit mixture and concrete pump R.C.C M-30 Grade |
| 20 | Structural Cement concrete for plain concrete/reinforced concrete for Substructure at any Level,complete as per drawing and technical specification.using batching plant, transit mixture and concrete pump RCC M-30 Grade including formwork Up to 5mtr height |
| 21 | Structural RCC/PSC up to a Height of 5 Mtr for reinforced concrete in Superstructure complete including steel formwork,scaffolding etc.As per drawing and technical specification.using batching plant, transit mixture and concrete pump. Design mix concrete [MoRTH specification 1500 (N) & 1700(N)] RCC/PSC M-30 Grade Solid Slab Superstructure |
| 22 | Providing&Fixinginposition20mmthickpre-mouldedjoint filler in expansion joint complete. |
| 23 | Filter medium behind abutment, wing wall and return wall, complete as per drawing and technical specification. [MoRTH Specification : Clause: Clause:2504]. |
| 24 | Providing A.C. Pipe weep holes 150mm dia in Masonry /plain Concrete/Reinforced concrete abutment,wing wall/return wall complete as per drawing and technical specification.[MoRTh Specification:Clause2205] |
| 25 | Providing and Laying Steel reinforcement at any level in foundation complete as per drawing and technical specifications.[MoRTH Specification:section 1600] HYSD Bar reinforcement IN Foundation |
| 26 | Steel reinforcement in substructure complete. HYSD reinforcement |
| 27 | Providing and Laying HYSD bar reinforcement at any level in superstructure complete as per drawing and technical specifications.[MoRTH Specification:section 1600] |
| 28 | Providing and Laying specified apron complete as per drawing and technical specification (MoRTH specification : clause 2503) Boulder / quary stone, not less than 40 kg laid dry without wire crates |
| 29 | Providing and laying graded stone aggregate filter material underneath pitching on slopes complete as per drawing and technical specification (MoRTH specification clause 2504) |
| 30 | Providing,laying and spreading and compacting specified graded sand, fravel as per Table 400-1 and 400-2 or any other course material as per design mix as per CBR in sub-based course including premixing the material at OMC in mechanical mixer (Pug mill) carriage of mixed material, spreading in uniform layers with motor grader, F.E loader on a prepared base and compacting with vibratory roller to acheved desired density icluding all material, labour, machinery, lighting, guarding, baricading and maintainance of diversion complete (MoRTH specification 401) by mechanical means with all lead grading 1 material |
| 31 | Providing and laying curtain walls complete as per drawing and MoRTH specification Clause 2507 Cement Concrete Grade M-10 |
| 32 | Provision of reinforced cement concrete crash barrier at theedges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC: 21 and dowel bars 25 mm dia , 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MoRTH Circular No. RW/ NH- 33022/ 1/ 94-DO III dated 24th June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer , all as specified as per MoRTH specification Cl. 811.2. |
| 33 | Providing and laying RCC M25 mix with stone aggregate 20mm (nominal size) mechanically mixed and vibrated for RCC work in slab in superstructure up to 4 meter above 1.5 meter level from Bed/ Ground level, excluding steel reinforcement but including centering and shuttering laid in position.[MoRTH Specification : Clause 1000/1700] |
| 34 | Providing and fabricating steel reinforcement for R.C.C works including cutting, bending, placing in position and binding complete including cost of binding wire .[MoRTH Specification : Clause 1000/1600] HYSD/TMT Bars |
| 35 | Hydraulic Excavator of 1 cum bucket: including POL,salaries of operator/one helper(round the clock) and maintenance for incident management and site work as directed by Engineer in Charge and including necessary tools tacklers and safety equipments. Machine cannot be used for any other work also by concessionaire. |
| 36 | Earth work in excavation in foundation trenches etc. .in drains and channels etc. not exceeding 2m.depth, including dressing of bottom and sides of trenches, stacking the excavated soil 3m Clear from the edge of excavation including disposal of surplus soil as directed within a lead of 1000 meters [MoRTH Specification : Clause 301,304]: Ordinary soil |
| 37 | Digging out entire WBM/WMM surface including sorting out serviceable material its stacking and removal of rubbish upto 50 mtr lead |
| 38 | Providing , laying, spreading & compacting (table 400-14 & 400-15 ) crushed stone aggregate, depositing on a prepared surface by hauling vehicles, spreading and mixing with a motor grader, watering and compacting with a vibratory roller 8-10 tonne to form a layer of sub-base/ base as per MoRTH specifications Clause 407.: FOR 37.5 mm maximum size |
| 39 | Dismantling of cement concrete pavement of any grade by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202. |
| 40 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, coarse aggregate 26.5mm nominal size 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 batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. as per MoRTH Specification cl. 601. |
| 41 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with OPC 43 grade cement , coarse and fine aggregate (table 600-2 & 600-3) conforming to IS 383, maximum size of coarse aggregate 31.5mm nominal size mixed in a batching and mixing plant as per approved Mix design to achieve required design mix grade of controlled concrete, transported to site, laid with a slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler bord , separation membrane, sealant primer, joint sealant (Table 600-4), debonding strip, dowel bar (IS : 432 Grade-I), tie rod (IS : 1786 Fe500 or IS : 432 Grade-I) , admixtures (IS : 9103 & IS : 6925) as approved, curing compound, finishing to lines and grades as per drawing including joimt cutting & texturing etc complete as per MoRTH Specification cl. 602 (with flexural strengthe minimum 4.5 MPa). |
| 42 | 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 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 23, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 02, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 4 daysNov 02, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 4 daysNov 03, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 5 daysTender Documents
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