Tender For Repair Of Slip Road & Drain On Nh- 927A (Kupda) Km 256/00 To 257/0 And Construction Of Reinforced Cement Concrete Retaining Wall At Lodha Village Of Nh-927A Km 259/600 To 260/100
Tender Value
6.77 Crore
Estimated cost
Bid Submission
26 Oct 2026
25 days left
EMD
13.54 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
Banswara → Rajasthan
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender For Repair Of Slip Road & Drain On Nh- 927A (Kupda) Km 256/00 To 257/0 And Construction Of Reinforced Cement Concrete Retaining Wall At Lodha Village Of Nh-927A Km 259/600 To 260/100
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Mechanical Means: Bituminous courses |
| 2 | Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per MoRTH specification clause 202.By Mechanical Means: Granular courses |
| 3 | 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 For Grading IV Material item no 4.3.4 |
| 4 | Providing, laying and spreading Material on a prepared sub grade, adding the designed quantity of cement to the spread Material, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base. For Sub-Base course ITEM NO 4.13.1 |
| 5 | 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 . |
| 6 | Providing and applying Primer coat over prepared surface or granular base with bitumen emulsion SS-1 as per IS: 8887 & manufacturer’s specifications @ 6 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 Clause 502 & 112 (Including cleaning of road surface). |
| 7 | Providing and applying tack coat on the prepared surface, with bitumen emulsion RS-1 as per IS: 8887 & manufacturer’s specifications @ 2 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 Clause 503 & 112 (Including cleaning of bituminous road Surface). |
| 8 | Providing and laying Dense Bituminous Macadam on prepared surface with specified graded crushed aggregates as per table 500-8 & 500-9 and design mix for base/binder course including loading of aggregate with front end loader, heating of binder (including cost of anti-stripping compound wherever required), aggregates and filler as per table 500-9 in hot mix 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 rollers and vibratory rollers or pneumatic tyred roller 50 kN–TP = 0.7 MPa to achieve the desired density (approved by the department) but excluding cost of primer/tack coat. (MoRTH specification Clause 505 & 112) with all leads.Grading II (26.5 mm nominal size) – Bitumen @ minimum 4.5% of mix VG-40 (Thickness 50–75 mm), |
| 9 | 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 |
| 10 | 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 |
| 11 | 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 andmaintenance of diversion. |
| 12 | Supply 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. |
| 13 | Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces |
| 14 | 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]By mechanical Means Cement concrete grade M-15 & M-20 |
| 15 | 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 DEPTH UPTO 3m ITEM NO. 12.1.1.1 |
| 16 | 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 M15 GRADE NH BSR Udaipur_2024 ITEM NO. 12.7.1 |
| 17 | Reinforced cement concrete M25 mix with stone aggregate 20 mm nominal size mechnically mixed and vibrated for reinforced concrete work in superstructure at any level excluding steel reinforcement but including centering and shutttering laid in position (MoRTH specification : Clause 1000/1700) R.C.C. M-25 GRADE NH BSR Udaipur_2024 ITEM NO. 12.7.6 |
| 18 | providing and laying steel reinforcement at any level in foundation on drawing and techhnical Speciification : Clause 1207 (N) HYSD BAR REINFORCEMENT NH BSR Udaipur_2024 ITEM NO. 12.12.1 |
| 19 | 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] ITEM NO. 12.1.1.2 |
| 20 | 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 Clause 2205] |
| 21 | Back filling behind abutment, wing wall and return wall, in 150mm layers, with mechanical compaction, complete with all lead and lift, as per drawing and technical specification. [MoRTH Specification : Clause : 304] Gravelly material ITEM NO 12.3.1. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 28, 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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