Tender For Stmc On Banda -Amboli Sankeshvar Road Nh 548H Fom Km 0.000 To 47/800 ( Khambdev Naka To Ajara Phata) In The State Of Maharashtra During 2026-27.
Tender Value
1.54 Crore
Estimated cost
Bid Submission
12 Nov 2026
15 days left
EMD
3.09 Lakhs
Bank guarantee accepted
Document Fee
5000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Ratnagiri → Maharashtra
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Stmc On Banda -Amboli Sankeshvar Road Nh 548H Fom Km 0.000 To 47/800 ( Khambdev Naka To Ajara Phata) In The State Of Maharashtra During 2026-27.
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 22-Oct-2026 | TenderDocument | Other | 12-Nov-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | Road Maintenance (Banda - Amboli Sankeshvar Road NH 548H Section) |
| 2 | Item No-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. (SSR Item No.21.33) |
| 3 | Item No-2Dismantling stone masonry in lime or cement mortar including stacking the materils as directed with all leads, lifts etc |
| 4 | Item No-3Excavation 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 /manaual Means) |
| 5 | Item No-4 Providing soling using 80 mm size trap metal in 15 cm. layer including filling voids with Crushed sand/grit, ramming, watering etc complete. |
| 6 | Item No-5Providing and laying PCC in M15 grade levelling course of 100 mm thick below pile cap with fully automatic microprocessor PLC with SCADA enabled reversible drum type mixer/nconcrete batch mix plant (pan mixer) etc. complete. |
| 7 | Item No-6Providing 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. |
| 8 | Item No-7Providing, 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. |
| 9 | Item No-8Providing 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. complet. |
| 10 | Item No-9 Providing and laying weep holes of 100 mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete |
| 11 | Item No-10 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. |
| 12 | Item No-11 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 |
| 13 | Item No-12 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 |
| 14 | Item No-13 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. |
| 15 | Item No-14BITUMINOUS 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. |
| 16 | Item No-15Providing 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. |
| 17 | Item No-16Maintenance of Hume pipe Culvert by way of Clearing,Cleaning,Erosion repair,repairs to cracks, parapet wall and protection work as per drawing etc. complete |
| 18 | Item No-17Cutting of branches of trees and shrubs from the road way or within right of way including disposal of wood and leaves to suitable location, etc. complete |
| 19 | Item No-18Removing land slide by excavation in earth soil of all sorts, snad, gravel or soft murum, Hard murum and soft rock including dressing section to the required grade and side slopes and coveying the excavated material with all lifts upto a lead of 5 Km and spreading for embankment or stacking as directed. |
| 20 | Item No-19Removing Land slide material by Excavation for the roadway catch water gutter in all sorts of soil hard murum strata to specified section including staking the excavated stuff in require bund an disposing of unsuitable material stuff as directed up to lead 4 km by mechanical means |
| 21 | Item No-20Suppling Mazdoor - Unskilled Heavy Male for work @ road site as per instructions of engineer |
| 22 | Item No-21Hiring J. C. B. for removing material / tree / debris etc. from road site as per instructrions of engineer in charge |
| 23 | Item No-22Hiring tractor with trolly for conveying material / tree / debris etc. from road site as instructrions of engineer in charge |
| 24 | Item No-23Road 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 |
| 25 | Item No-24Providing 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) |
| 26 | Item No-25Supplying 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. |
| 27 | .Item No-26Providing 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 |
| 28 | Item No-27Providing 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. |
| 29 | Item No-28Providing 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 |
| 30 | Item No-29 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. |
| 31 | Item No-31Providing and Fixing of Median Marker that are made of tough, high impact resistant, injection molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not not less than 15cm. 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the comers and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for 1000hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm 8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2010 and ASTM D4956 type XI specifications reflectivity values. The retiro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting. vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting |
| 32 | Item No-32 White washing two coats on parapet walls and white washing and geru lime painting to tree trunks including preparation of surface by cleaning Metre scraping, etc. complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 22, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Nov 12, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 15 daysNov 12, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysTender Documents
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