Tender For Repair Work Of Culvert & Road Safety Sinage Work Under West Sub Division P.W.D. Bhopal
Tender Value
30 Lakhs
Estimated cost
Bid Submission
28 Oct 2026
12 days left
EMD
50000
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bhopal → Madhya Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Repair Work Of Culvert & Road Safety Sinage Work Under West Sub Division P.W.D. Bhopal
BOQ
| Sl. No. | Item Description |
| 1 | Repair work of Culvert & Road Safety Sinage Work under West Sub Division P.W.D. Bhopal 1st Call P.A.C. 30.00 Lakh,as per Road & Bridge SOR wef 11-04-2025 Schedule Attached Complition period 180 Days Please Enable Macros to View BoQ information Schedule of Items for Repair work of Culvert & Road Safety Sinage Work under West Sub Division P.W.D. Bhopal(Road & Bridge SOR w.e.f. 11.04.2025) Time Allowed : 6 Months PAC Rs. 30.00 Lakhs Lakhs S.No Description of Item Unit Rate Remarks Amount |
| 2 | Dismantling of Structures Dismantling ofexisting structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood, steel, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead up to 1000 meters. (i) Lime /Cement Concrete (A) Lime Concrete, cement concrete grade M-10 and below Cum 529.0 (B) Cement Concrete Grade M-15 & M-20 Cum 628.0 (ii) Dismantling Brick / Tile work (B) In cement mortar Cum 411.0 (iii) Dismantling Stone Masonry (B) Rubble stone masonry in cement mortar. Cum 411.0 (E) Dismantling stone pitching/ dry stone spalls. Cum 272.0 (F) Dismantling boulders laid in wire crates including opening of crates and stacking dismantled materials. Cum 311.0 (vii) Scraping of Stone from dismantled stone masonry (A) In cement and lime mortar Cum 700.0 (ix) Removing all type of hume pipes and stacking within a lead of 1000 metres including earthwork and dismantling of masonry works. (A) Up to 600 mm dia Cum 334.0 (B) Above 600 mm to 900 mm dia Cum 433.0 (C) Above 900 mm Cum 532.0 (SOR Item No. 2.3(i), A,B, (ii), B (iii), B.E.F. (vii), A(ix) A,B, C Page No.6) |
| 3 | Crusher Run Macadam Sub Base/Base Course Providing 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 as per clause 410 to form a layer of sub-base/Base in accordance to Table No. 400-14, 400-15 and as per clause of section 407 of specifications. (ii) For 37.5 mm maximum size Cum 1198.0 (SOR Item No. 4.12 (ii) Page No. 13) |
| 4 | Providing and laying factory made coloured chamfered edge Cement Concrete paver blocks of required strength, thickness and size/shape, made by table vibratory method using PU mould, laid in required colour and pattern over 50mm thick compacted bed of stone dust, compacting and proper embedding/laying of inter locking paver blocks into the bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand including locking edges with M 15 cement concrete in footpath, light traffic parking etc. complete as per direction of Engineer-in-Charge. (i) 100mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. Sqm 837.0 (ii) 80mm thick C.C. paver block of M-35 grade with approved colour, design and pattern. Sqm 748.0 (SOR Item No. 6.14 (i), (ii) Page No. 31) |
| 5 | Providing and laying Plain/Reinforced cement concrete in open foundation including form work shuttering etc. complete as per drawing and technical specifications and as per relevant clauses of sections 1500, 1700 & 2100 with . (A) Concrete with plant (Drum Type) and placing (A) PCC Grade M15 Cum 3925.0 (B) PCC Grade M20 Cum 4083.0 (C) RCC Grade M20 Cum 4110.0 (D) PCC Grade M25 Cum 4489.0 (SOR Item No. 10.71 (A,B,C,D) Page. No. 85) |
| 6 | Providing and laying reinforced cement concrete pipe NP-4 for service ducts below concrete pavement. (a) 300 mm Dia RM 850.0 (b) 600 mm Dia RM 4250.0 (SOR Item No. 6.15 Page No. 31) |
| 7 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification and as per relevant clauses 305 of specifications and as per appendix 6 of IRC-78. (A) Granular material Cum 771.0 (B) Sandy material Cum 1523.0 (SOR Item No. 13.8(A), (B) Page No. 110) |
| 8 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beeds on Bituminous surface. Providing and applying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Regin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications. Note: - The guarantee of Thermoplastic should be minimum 3 Years. (SOR Item No. 8.38 Page No. 56) |
| 9 | Road DelineatorsSupplying and installation road delineators (road way indicators). as per MORT&H Clause 806. The structure shall be made in roll forming process having height of 800-900 mm above the ground level, width not less than 100 mm and shall extend not more than 200-300mm below the ground while being installed, buried or pressed in to the ground in confirmation with IRC:79: 2019, are as directed by the Engineer in charge. The guide post with pure polyester powder coating with minimum 40 microns thickness for protection against corrosion, on top of which Type XI retro reflective sheeting confirming to IRC-67 and ASTMD-4956 shall be pasted on both sides complying to IRC:79:2019. The delineator should consist of minimum retro reflective unit exposed area of 330 cm2 white color, full cube corner micro prismatic nonmetallic retro reflective sheeting on each side conforming with IRC 67:2022 and meeting the coefficient of retro reflection values as per ASTM D 4956 Type XI label specification. The delineator shall have grooves across the- length to make the reflective sheets vandal-proof. (SOR Item No. 8.21 Page No. 52) |
| 10 | Painting on concrete surface Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. (SOR Item No. 14.17 Page No. 90) |
| 11 | Road Markers/Road Stud with Lense Reflector Providing and fixing single mound twin shanked molded Road Markers/Road Stud made of poly carbonate or ABS body and shall support a load of 13635 Kg tested in accordance to ASTM D 4280 and complying lo specifications of Section-5 of IRC:35-2015 and clause 804.2.2 of MORT&H and Section-5 of IRC:35-2015. he reflecting panels shall consist of number of lenses containing single or dual prismatic cubes capable of providing total internal reflection of the light entering the lens face. The slope or retro-reflecting surface should be 35 + 5 degree to base. The reflective marker shall be fixed to the road surface using the epoxy/ adhesives and the procedure recommended by the manufacturer. No nails shall be used to affix the markers so Cubes capable of that they do not pose safety hazard on the road. The contractor shall submit a two-year replacement warranty. for satisfactory field performance including stipulated retroreflectance of the reflecting panel. (Make- 3M /AVERY DENNISON/ ORAFOL / ALCOLITEA / AUTOMARK) (SOR Item No. 8.23 Page No. 52) |
| 12 | Chequered precast cement concrete tiles anyfinish, any size 22 mm thick IS:13810-1993 ISI mark in footpath and courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles, 15mm thick screed bad in cement mortar 1:6 complete all as specified and directed by Engineer- in-Charge. 11.18.1 Light shade pigment using white cement. Sqm 754.0 (Building SOR Item No. 11.18.1 ) |
| 13 | Construction of Shoulders with approved material/selected soil i/c excavation all lifts & leads i/c grading to required slope & camber of 4% and compacting using vibratory roller of 80 to 100kN static weight to meet requirement as per relevant clause of 400. (A) Hard Shoulders (CBR value >12) Cum 398.0 (SOR Item No. 4.16(A) Page No. 15) |
| 14 | Retro- reflectorised Traffic signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign board as per IRC 67-2012 made of high intensity Micro-Prismatic Grade Sheeting (Type XI) vide IRC: 67:2012 clause 6.7.3.2 and clause 801.3.3 of MoRT&H fixed over Aluminum composite material sheet with thermoplastic core of Low density polyethylene (LDPE) between two thick skins/sheets of aluminum with overall thickness of 4mm and aluminum skin of thickness 0.3 on both side, the ACM shall conform to Table 6.1 of IRC:67:2012 and Table 800-1 of MoRT&H specification and High Intensity Micro Prismatic Grade Sheeting shall conform to Table 6.6 of IRC:67:2012 and Table 800-3 of MoRT&H specification of in the clause IRC 6.8 of the IRC 67-2012 and clause 801.3.7 of MoRT&H message legend numerical letter etc. and borders shall be screen printed on high intensity micro prismatic sheeting shall conform to clause 801.3.7 with digital printing ink or of cutout from transparent durable overlay or cutout from the same type of reflecting sheeting for cautionary/ mandatory/ signs, supported on MS sign post of size 80 x80 x 3mm Square pipe of 3 meter over all length and fix to ground by means of properly designed foundation of dimension 450x450x600mm with M20 grade concrete. The ACM sheet shall be fixed to the post with four minimum four number breakaway bolts. & supported with a back support frame of 25x50x1.25mm tubular frame with the help of suitable sizes pop rivettes of 6mm or by the help of G I / Nickle Chome plated nut & bolts to be hammered after tightening. 10 years warranty for Retro Reflection Sheeting to be provided from the original sheeting manufacture brand like 3M/Avery Dennison/ Orafol make as per clause 6.9 of IRC: 67:2012 & a certified copy for three years for outdoor exposure report from an independent test lab as per clause 6.7 of IRC: 67:2012 for the product offered shall be submitted by the contractor. Note:- Manufacture name and date of manufacture is to be printed (Embossed) at the backside of the board. (ii) 60 cm equilateral triangle Each 7950.0 (iii) 60 cm circular Each 6900.0 (iv) 80 cm x 60 cm rectangular Each 7300.0 (SOR Item No. 8.10 (ii), (iii), (iv) Pg. 46) |
| 15 | Repair to pot holes and removal of loose material, trimming of sides, cleaning of surface by providing Primer coat, tack coat, 20 mm thick pre-mix carpet material having binder content @ 14.6 kg per sqm and seal coat type B having bitumen content @ 6.8 kg per 10 sqm as per technical specification and compacting with three wheeled 80-100 kN Static Roller. (SOR Item No.10.2/Pg.73) |
| 16 | Making up loss of material/irregularities on shoulders upto 100 mm thickness to the design level by adding fresh approved soil having CBR >12 and compacting it with appropriate equipment at OMC as per MoRT&H specification clause 3003 (SOR Item No.10.28/Pg.77) |
| 17 | Prime Coat Over WMM/WBM (i) Providing and applying primer coat with cutback MC 30 bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying primer at the rate of 0.60 to 0.90 kg/sqm using mechanical means as per clause 502 of specifications. Sqm 39.0 (SOR Item No.5.1/Pg.18) |
| 18 | Providing and applying tack coat with cationic bitumen emulsion using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per relevant clauses of section-503 of specifications. (SOR Item No.5.2/Pg.18) |
| 19 | Bituminous Macadam- Providing and laying bituminous macadam using crushed aggregates of specified grading premixed with bituminous binder, transported to site, laid over a previously prepared surface with Electronic Sensor paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction and as per clause 504 of specifications. (a)Using Drum Mix Plant of appropriate capacity and paver finisher. (ii) for Grading (19 mm nominal size) bitumen content 3.5% with bitumen 60/70 (VG 30) Cum 5329.0 (SOR Item No. 5.5/Pg18) |
| 20 | Bituminous Concrete- Providing and laying bituminous concrete using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 % by weight of total mix of mix and filler, transporting the hot mix to work site, laying with an Electronic Sensor paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem and pneumatic tyre rollers to achieve the desired compaction as per clause 507 of specification. (a) Using Batch Mix Plant of appropriate capacity (i) for Grading-I (50-65 mm thickness) Bitumen Content minimum 5.2% with 60/70 bitumen (VG-30) Cum 9487.0 (SOR Item No. 5.7(i)Pg.20) |
| 21 | Clearing and Grubbing Road Land- Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees having 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 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness. (A) In area of light jungle Hect 29409.0 (SOR Item No. 2.2/Pg.5) |
| 22 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorizing Glass Beeds on Bituminous surface.- Providing and applying (Cleaning of Bituminous surface) thermoplastic compound having composition of binder (Resin) minimum 18 %, titanium dioxide minimum 10 % and intermixed glass beed, minimum 30% of brand like Asian, Burger or equivalent make of 2.5 mm thick including drop down reflectorizing, glass beeds @ 250 gms per sqm area thickness of 2.5 mm is exclusive of surface applied glass beeds as per IRC:35.The finished surface to be level, uniform and free from streaks and holes, all complete as per clause 803 of specifications. Note: - The guarantee of Thermoplastic should be minimum 3 Years. (SOR Item No. 8.38/Pg.55) |
AI Tender Summary
Tender Timeline
Oct 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 12 daysOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 14 daysTender Documents
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