Tender For Road Safety Measures From Km 0/00 To Km 74/400 (Guhagar To Kumbharli Ghatmatha Section) Of Nh-166E In The State Of Maharashtra During 2026-27.
Tender Value
3.98 Crore
Estimated cost
Bid Submission
20 Nov 2026
22 days left
EMD
7.96 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
Ratnagiri → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Road Safety Measures From Km 0/00 To Km 74/400 (Guhagar To Kumbharli Ghatmatha Section) Of Nh-166E In The State Of Maharashtra During 2026-27.
BOQ
| Sl. No. | Item Description |
| 1 | Labour charges for removing grass, thorny shrubs, Junglishrub,Kubabul and alike grass along roadside making the ground clean by showel and phavaras etc. complete. (Item No. 21.33) |
| 2 | Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc. (Item No. 46.11) |
| 3 | Excavation for foundation in earth, soils of all types, sand, gravel, soft murum including shoring and strutting, dewatering as necessary and disposing off excavated stuff as directed etc. complete.( By Mechanical Means ) (Item No. 12.02) |
| 4 | Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc complete.. (Item No. 21.40) |
| 5 | Providing dry/ trap/ granite/ quartzite/ gneiss rubble stone soling 15 cm to 20 cm thick including hand packing and compacting etc. complete. (Item No. 21.38) |
| 6 | Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic micro processor PLC with SCADA enabled reversible drum type mixer/nconcrete batch mix plant (pan mixer) etc. complete. (Item No. 15.13) |
| 7 | Providing and laying plain in situ / ready mix M-25 cement concrete of trap/granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer. (Item No. 17.29) |
| 8 | Providing cast in situ / ready mix M20 grade cement concrete for head walls of CD work / retaining walls etc. including necessary form work, compaction, finishing and curing etc. complete. (with reversible drum type mixer/ concrete batch mix plant (pan mixer) with SCADA (Item No. 11.29) |
| 9 | Providing, cutting, bending, hooking, tying and laying in position TMT FE 500 steel bars for reinforcement for all RCC works as per detailed drawings etc. complete. (Item No. 14.01) |
| 10 | Providing and laying of filter media with granular materials/ stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition as per drawing and technical specifications etc. complete (Item No. 12.72) |
| 11 | Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. (Item No. 17.37) |
| 12 | Scarifying the existing granular road surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. (Item No. 3.09) |
| 13 | Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50m,not less than 97% of standard Proctor density after layingthem in layers of 20 cm. to 30 cm. with vibratory roller. (Item No. 2.23) |
| 14 | Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader/ Paver on prepared surface and compacting with vibratory roller to achieve the desired density, complete as per clause 401 -- Plant Mix Method and Grading - I Material (Item no. 3.01) |
| 15 | Wet Mix Macadam - Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Laying By Grader/ Paver. as per MORT&H 406 (Item No. 3.23) |
| 16 | Proving and laying Dense Bituminous Macadam (DBM) for wearing course over bridge deck using crushed aggregates of grading 2, pre mixed with bituminous binder VG-30 Bitumen @ 4.50 percent by weight of total mix and filler, transported to site with VTS, laid over a previously prepared surface, finished to the required grade, level, alignment, and rolling to achieve the desired density for specified compacted thickness. USING 80T PH Batch mix type hot mix plant with SCADA, Sensor Paver, Intelligent Compactor with compaction analyzer and V-Sat attachment with Stone Dust filler. (Item No. 3.44) |
| 17 | BITUMINOUS CONCRETE:--Providing and laying bituminous concrete using crushed aggregate of grading 1, premixed with bituminous binder @5.40% by weight of total mix and filler, transported at site with VTS, laid over a previously prepared surface, finished to the required grade ,level, alignment, and rolling to achieve the desired density for 50mm compacted thickness with drum mix plant with SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete --Bitumen of specified grade with stone dust filler. (VG30 bulk bitumen rates are considered to arrive at rates)ing tack coat 0.25 Kg /M2 using VG 10 grade. (SSR 22-23 Item no. 3.50 ) |
| 18 | Providing and applying two coats of flat oil paint of approved colour and shade to internal / external plastered surfaces including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. + Providing and applying priming coat on concrete/ masonary/Asbestos Cement plastered surfaces including scaffolding if necessary, preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter and sand papering as required etc. complete.Rate as per (S.S.R.2022-23 It. No. 35.12 + SSR 35.21) |
| 19 | Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings . (Item No. 6.15) |
| 20 | Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 med/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 med/sqm/lux and Qd of 100 mcd/sqm/lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications. (Refer MORTH Clause 803 for technical Specification and Performance for IRC 35.2015) (Item No. 6.12a) |
| 21 | Supplying and Fixing of Molded Shank Raised Pavement Markers/Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with microprismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000kg tested in accordance to ASTMD 4280 Type Hand complying to Specifications of Category A of MORTH Circular NoRW/NH/33023/10-97 DOIII Dt 11.06.1997. The height, width and length shall not exceed 50mm, 100 mm and 102+/-2mm and with minimum reflective area of 13 Sq cm on each side and the slope to the base shall be35+/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19+/- 2mm and height not less than 30+/-2mm) from the body is to be aminimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, with out nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer. The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer.Rate (as per SSR 2022-23 I/P 6.09/40) |
| 22 | Providing and fixing Mandatory/Regulatory sign boards in circular shape of ______ mm dia made out of ____mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one no. of M. S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 900 mm dia made out of 4mm aluminum composite material .Rate as per ssr 6.27/g/ 54 |
| 23 | Providing and fixing informatory sign boards in rectangular shape of size 1.20m x 0.90m made out of 16 guage Aluminum panel bonded with IRC Specified colour of retro reflective sheeting of Type IV High Intensity Micro-Prismatic Grade Sheeting (HIP) having pressure sensitive / heat activated adhesive, IRC Specified colour retro reflective cutout border & messages having pressure sensitive adhesive having border & messages in IRC Specified colour bacKilogramround including M. S. angle iron frame of size 35 mm X 35 mm X 3 mm & two M.S. angle iron post of size 65 mm X 65 mm X 6 mm, 3.65 m long, duly painted with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M-20 concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Aluminum Panel Type IV High Intensity.Rate as per ssr 6.56/67. |
| 24 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of mm made out of mm aluminum sheet bonded with white retro reflective sheeting of Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) having pressure sensitive/heat activated adhesive retoreflective specified back ground, border and back side retoreflctive symbols, letters, numerals, arrow as per IRC:67-2012 Table No 8.3 Supported with back support frame 25mm x 25mm x 3mm, duly painted on back side with grey stove enamel paint and supported on one Number of M. S. angle iron post of size 65 mm X 65 mm X 6 mm,3.45 m long, duly painted with with flat oil paint having alternate black and white bands of 25 cm width including G.I. fixtures etc; fixing the boards in M25 grade concrete block of size 60cm X 60cm X 75cm including transportation etc; complete. Class B ( Type IV High intensity micro-prismatic grade sheeting-HIP) shall have 7 years written warranty from the manufacturer and authorised distributor/convertor issued for field performance including the screen printed areas and cut-out sheeting and cut-out durable transparent overlay film and this warranty certificate in original should be submitted to the Engineer in charge by the contractor/supplier. 900 mm made out of 4mm aluminum composite material Rate as per ssr 6.56/f/55. |
| 25 | Providing and fixing Aluminum-backed flexible prismatic (AFP) sheeting consisting Yellow colored flexible prismatic sheeting with non-metallic prismatic lens as Retroreflective elements and conforming to ASTM D 4956-09 Type VI specification for rebound able Retroreflective sheeting. This flexible prismatic sheeting shall be of 1ft width and laminated at the back with a 50 micron Aluminum (Al) foil with pressure sensitive adhesive and liner. Further, this flexible prismatic sheeting shall have screen printed arrow/slant line pattern in black color in a continuous roll format. Neither AFP sheeting nor the flexible prismatic sheeting used in it shall crack when slowly bent in 1 second time around a 1/8th inch mandrel after being conditioned for 24hrs at 0?C and tested as per section S2.2.2. of ASTM D 4956-09. The AFP sheeting, with the liner removed, shall be applied with a neoprene contact adhesive with a Polychloroprene as base, viscosity of 200-450 cps and solid content of 20- 30%. Once applied, the edges of the product shall be sealed all around with a two-part epoxy based structural adhesive and shall be extremely resistant to peel-off. A test report from institutes like ARAI/CRRI confirming to above mentioned flexibility and ASTM-D4956-09 Type-VI retro reflectivity performance of the flexible prismatic sheeting used in AFP shall be submitted by the tenderer during prequalification and supply of material. and Fixing in position Ca sign boards in ground with C C 1:4:8 block of 60cm x 60cm x 75cm size etc. complete as directed including all leads. (Item No. 6.13) |
| 26 | Metal Beam Crash Barrier -- Type - B, THRIE : Metal Beam Crash Barrier (Providing and erecting a Thrie metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 2 m high with 1.15 m below ground level, all steel parts and fitments to be galvanised 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 space of channel section 150 x 75 x 5 mm, 546 mm long complete as per clause 810)\\"\\" (Item No. 7.30) |
| 27 | Providing and fixing solar traffic blinker Red/Amber with size 300mm dia LED on moulded polycarbonate bodysuitable for extreme weather conditions, power supply 12V DC, front hood made of HDPE flexible, lens-UV stabilised water clear polycarbonate with 72 hour backup battery and traffic signal pole with necessary holes, base frame and duly painted one coat of red oxide and two coats of traffic yellow paint with 5m height and 75mm dia |
| 28 | The maintenance of drains include erosion, repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains etc. complete(Item No. 8.12) |
| 29 | Maintenance of Hume pipe Culvert by way of Clearing, Cleaning, Erosion repair, repairs to cracks, parapetwall and protection work as per drawing etc. complete(Item No. 8.13) |
| 30 | Making up loss of material/irregularities on shoulders to the design level by adding fresh approved selected soil and compacting it with appropriate equipment at OMC as per MORTH specification clause 3003(Item No. 8.04) |
| 31 | Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc complete(Item No. 8.17) |
| 32 | Repair of RCC railing to bring it to the original shape, cleaning and repainting as per drawings etc. complete(Item No. 8.20) |
| 33 | Providing and laying cement concrete pipe of IS458:2003 NP-4 class of 900mm diameter in proper line, level and slope etc. complete. (Item No. 11.19) |
| 34 | Excavation for foundation in earth, soil of all types, sand, gravel and soft murum, including removing the excavated material up to a distance of 50m. beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift upto 1.5m.) By Mechanical Means (Item No. 21.02) |
| 35 | Excavation for foundation in hard murum and boulders including removing the excavated material up to a distance 50 metres, beyond the building area and stacking and spreading as directed, dewatering, preparing the bed for the foundation and necessary back filling, ramming, watering including shoring and strutting etc. complete.(Lift upto 1.5m.) By Mechanical Means (Item No. 21.10) |
| 36 | Providing and Constructing gabion structure 1 Meter high or required section made up of soft mechanically woven hexagonal shaped G.I. wire confirming to IS 16014:2012 having zinc plus PVC coating of overall diameter of 3.7mm and tying lacing wire of 3.2mm with edge wire confirming to overall diameter 4.4mm edges being mechanically selvedge including placing in position, fitting neatly with trap stone rubble(15 to 23cm) all loose ends to be securely tied(Excluding transportation) etc. complete.(In Dry condition and for under water installation extra cost to be considered) (Item No. 7.21) |
| 37 | Providing and laying Needle Punched and mechanically bonded non woven Geotextile of Type III indigenously manufactured from high quality Propylene staple fibers(continuous filament will not be accepted) on the prepared subgrade for Seperation.(For use this item SE/CE permission is obligatory.) (Item No. 7.23) |
| 38 | Back filling behind abutment, wing wall and return wall as per drawings and technical specifications etc. complete.(by granular material) (Item No. 12.70) |
| 39 | Providing and casting in situ/ready mix PCC M15 grade of trap metal for coping to head walls/parapet including centering, form work, compaction and curing etc. complete.(with reversible drum type mixer/concrete batch mix plant(pan mixer) with SCADA with fine agreegates of required specifications(Natural sand/VSI sand finely washed etc) (Item No. 11.30) |
| 40 | Providing and laying weep holes of 100mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. (Item No. 17.37) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 20, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 22 daysNov 23, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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