Road Transport and Highways Government Departments Closing in 23 days TDR #57203139

Tender For Road Safety Measures By Providing Service Roads Between Km.161.600 To 205.400 Kashedi To Parshuram Of Nh-66 In The State Of Maharashtra During 2026-27

Issued by Government Departments · Raigad, Maharashtra
Tender Value
7.52 Crore
Estimated cost
Bid Submission
24 Sep 2026
23 days left
EMD
15.06 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Raigad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for Road Safety Measures By Providing Service Roads Between Km.161.600 To 205.400 Kashedi To Parshuram Of Nh-66 In The State Of Maharashtra During 2026-27

BOQ

Name of Work:- Road Safety Measures by Providing Service Roads between Km.161.600 to 205.400 Kashedi to Parshuram of NH-66 in the State of Maharashtra during 2026-27
Sl. No. Item Description
1Excavation for roadway in hard murum and boulder including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m.and spreading for embankment or stacking as directed. (Item No. 2.13)
2Providing earth work in embankment with approved materials obtained from other sources upto lead of 50m. including all lifts, laying in layers of 20cm. to 30cm. thickness breaking clods, dressing to the required lines, curves, grades & section, watering and compaction with vibratory roller with V-Sat attachment to achieve not less than 97 % of standard proctor density etc. complete(Material obtained from Other sources) (Item No. 2.28)
3Cement Treated Crushed Rock or combination as per clause 403.2 and table 400.4 in Sub base/Base -- 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 course. :: A) For Sub-base Course (Item No. 3.08a)
4Construction 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-II Material (Item No. 3.02)
5Wet 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. (Item No. 3.23)
6Prime coat-Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including cleaning of road surface and spraying, primer at the rate of 0.60kg/sqm using mechanical means. (Item No. 3.29)
7DENSE BITUMINOUS MACADAM: Proving and laying dense bituminous macadam using crushed aggregates of Grading 1, premixed with bituminous binder of specified grade of Bitumen @ 4.50 per cent 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 76-100mm compacted thickness .USING Batch mix type hot mix plant without SCADA, Sensor Paver, Vibratory roller with Stone Dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.44)
8Providing and applying tack coat on the prepared surface heating by fames in Boiler and spraying bitumen set footed in bitumen boller on B.T. surface 2.5kg/10sqm.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.30)
9BITUMINOUS 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 without SCADA, Sensor paver and Vibratory roller excluding prime/Tack coat etc. complete -- Bitumen of specified grade with stone dust filler.(VG-30 bulk bitumen rates are considered to arrive at rates) (Item No. 3.50)
10Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/colour of 2.5mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be > 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/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)
11Metal Beam Crash Barrier -- Type-A, W : Metal Beam Crash Barrier(Providing and erecting a W metal beam crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.8m high, 1.1m below ground/road 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 spacer of channel section 150 x 75 x 5mm, 330mm long complete as per clause 810)\\" (Item No. 7.30)
12Supply, installation, testing and commissioning of 100 W Solar LED Street Light system, comprising integrated LED luminaire (100 W, 110 lm/W, IP65, die-cast aluminium housing), mono/polycrystalline solar PV module (200 Wp), LiFePO/Lithium-ion battery (suitable for 12 hours operation with 2 days autonomy), MPPT/PWM charge controller with automatic dusk-to-dawn operation, GI pole of 6 m7 m height (hot-dip galvanized, with foundation bolts and base plate), interconnecting cables, junction box, surge protection device, and associated accessories, all complete as per MNRE specifications and direction of Engineer-in-Charge, including transportation, foundation, erection, testing and commissioning at site. (Item No. Item No.2, #SSR Item Update Failed)
13Providing 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 C (Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retroreflective specified back ground, border and back side retroreflective 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 65mm X 65mm X 6mm, 3.45m long, duly painted with flat oil paint having alternate black and white bands of 25cm 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 C (Type XI Micro prismatic grade sheeting) shall have 10 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.600mm dia. made out of 3mm aluminum composite material with 0.25mm skin thickness on either side d. 1200mm dia. made out of 4mm aluminum composite material with 0.5mm skin thickness on either side (Item No. 53.65)
14Providing 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 C (Type XI Micro prismatic grade sheeting) having pressure sensitive/heat activated adhesive retroreflective specified back ground, border and back side retroreflective 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 65mm X 65mm X 6mm, 3.45m long, duly painted with flat oil paint having alternate black and white bands of 25cm 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 C (Type XI Micro prismatic grade sheeting) shall have 10 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. 1200mm made out of 4mm aluminum composite material with 0.5mm skin thickness on either side (Item No. 53.73)
15Providing and fixing of retro-reflectorised informatory sign board rectangular/Square in shape having area less than 0.9 square metre made out of 4mm aluminum composite panel with 0.5mm skin thickness on either side bonded with white retro reflective sheeting of Class C (Type XI Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive retroreflective specified back ground, border and back side retroreflective 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 two coats of grey stove enamel paint and supported on one no. mild steel angle iron post 75mm x 75mm x 6mm, 3.5 mt ~ 3.9 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25cm width including fixtures and transportation etc. complete. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class C (Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier. (Item No. 53.79)
16Providing and fixing of retro-reflectorised informatory sign board rectangular/Square in shape having area greater than 0.9 square metre made out of 4mm aluminum composite panel bonded with 0.5mm skin thickness on either side with white retro reflective sheeting of Class C (Type XI Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive retroreflective specified back ground, border and back side retroreflective 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 two coats of grey stove enamel paint and supported on two no. mild steel angle iron post 75mm x 75mm x 6mm, 3.5 mt ~ 3.9 mt long firmly fixed to the ground by means of properly designed foundation with M25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing The angle iron post shall be duly painted with one coat of epoxy primer and two coats of epoxy finish paints having alternate black and white bands of 25cm width including fixtures and transportation etc. complete. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class_C_(Type XI Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier. (Item No. 53.81)
17Providing and erecting Overhead signs made out of 4mm aluminum composite panel with 0.5mm skin thickness on either side bonded with white retro reflective sheeting of Class C (Type XI Micro prismatic grade sheeting) having pressure sensitive adhesive retroreflective specified back ground, border and back side retroreflective symbols, letters, numerals, arrow as per IRC:67-2012, with designed back support frame of mild steel angle with vertical and lateral clearance given in clause 801 and 802, duly painted on back side with two coats of grey stove enamel paint and installed as per clause 802.6 over a designed support system of structural steel work trestles and trusses of sections and type as per structural design requirements and approved plans including painting with one coat of epoxy primer and two coats of epoxy finish paint. The nut bolts of board with angle iron post/supporting structure after fixing at site has to be electrically welded. Class _C_(Type XI Type XI Micro prismatic grade sheeting) sheeting shall have 10 years written warranty from the manufacturer including the Digitally Printed areas with approved printing technology with sheeting manufacturer approved inks and laminated with UV overlay film and this warranty certificate along with sheeting manufacturer attested 3 years outdoor weathering test report from Indian govt lab must be submitted to the Engineer in charge by the contractor/supplier. This item does not include the cost of structural steel work required for support system. (Item No. 53.83)
18Loose Scaling &Excavation for road way in soil by mechanical means including cutting and transporting the earth to site of embankment/dumping area with lead upto 1000 metres, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.
19Providing, Design, Supply and Installation of Self driven rock anchor made of 40CR material with outer dia of 38 mm and inner dia of 19 mm, Yield Load Carrying Capacity of Minimum 400 KN in soil / overburden /rock suitable for drilling placing and cement grouting. Installation with all accessories such as 100 mm dia drill bit, couplers, 10mm thick base plate and nut and bolt complete in all respect but excluding the cost of cement grouting which will be paid extra as per relevant BOQ item.
20Cement pressure grouting through Hollow Soil/Solid Rock Anchor of outer dia 76/51/38/32/25 in Rock / overburden including all cost of material and equipments required to complete the grouting work at desired pressure.
21Providing, Design, Supply and fixing 3D net including all cost of labour, material and T&P required for proper completion of work. 3Dnet is lightweight three dimensional mat made of continuous monofilaments. 3D net are made of three dimensional structure consisting of UV stabilized non degradable Polypropylene/Polyethylene/ Nylon or similar polymer fibres that are extruded or heat bonded at the contact points to provide a dimensionally stable Matrix for soil erosion protectionwithminimumtensilestrength2kN/min lengthdirection&1kN/min cross direction having thickness 6.5-10 mm, mass per unit 450-600 gsm.
22Hydroseeding of soil slopes including mixing of seeds, mulch (meeting performance para meters as mentioned in technical specification), fertilizer and soil amendment products if required in hydroseeder machine with water and spraying the mixture with100 psi pressure pump on hilly slopes on exposed soils,
23Providing, Design, Supply and Installation of subsurface drainage pipes - Perforated PVC pipe (lined with Non -woven Geotextile) of 75 mm internal diameter as per the drawings etc. complete including the cost of drilling and as directed by Engineer -In -Charge.
24Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications PCC Grade M20 Height up to 5m .
25Providing and laying weep holes of 100mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. (Item No. 17.37)
26Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200mm diameter in proper line, level and slope etc. complete.
27Excavation for roadway in earth, soil of all sorts, sand, gravel or soft murum including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. (Item No. 2.11)
28Providing 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)
29Providing 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)
30Providing, 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)
31Providing and laying weep holes of 100mm diameter PVC pipes as per drawing for abutment returns, return walls etc. Complete. (Item No. 17.37)
32Excavation for roadway in soft rock, including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading or stacking as directed. (Item No. 2.14)
33Excavation for roadway in hard rock by wedging and chiselling or line drilling including dressing section to the required grade, camber and side slopes and conveying the excavated materials with all lifts upto a lead of 50m. and spreading for embankment or stacking as directed. (Item No. 2.16)
34Providing 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)
35Providing 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)
36Providing 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)
37Providing and laying in situ/ready mix controlled M-30 cement concrete of of trap/granite/quartzite/gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing inCM 1:3 and curing etc complete(Excluding reinforcement) With reversible drum type mixer/concrete batch mix plant(pan mixer) . with fine agreegates of required specifications(VSI sand finely washed etc) (Item No. 17.54)
38Providing Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with R.C.C. M 30 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 MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified etc. complete. Spec: MORT and H 2013 Cl 811 Page No 360
39Providing, 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)
40Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40Kilogrameach complete as per drawings and Technical specifications etc. complete.(boulder laid without wire crates) (Item No. 14.69)
41Providing and laying pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications etc. complete.(by stone/boulder) (Item No. 14.72)
42Providing and laying filter material underneath pitching in slopes as per drawings and technical specifications etc. complete. (Item No. 14.74)
43Royalty Charges (Departmental) Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 57203139
AUTHORITY Government Departments
TENDER VALUE 7.52 Crore
LAST DATE 24-09-2026
Authority
Authority Name Ministry Of Road Transport And Highways
Work Description Tender for Road Safety Measures By Providing Service Roads Between Km.161.600 To 205.400 Kashedi To Parshuram Of Nh-66 In The State Of Maharashtra During 2026-27
Basic Detail
Tender No NIT No. 10/EENHD/PEN/1993/2026-27 Date 25/08/2026
Bidding Type Tender
Location
City Raigad
State Maharashtra
Key Dates
Publish Date 26 Aug 2026
Submission Date 24 Sep 2026
Open Date 28 Sep 2026
Finance
Tender Value 7.52 Crore
Tender Fee 10000
EMD 15.06 Lakhs
Exemption Not Available
Document List
ae6a57b4-afd2-423d-b43e-74c7a8feae0e.html
BOQ_970687.xls
NIT.rar
Tendernotice_1.pdf

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Tender Timeline

Aug 26, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 24, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 23 days
Sep 28, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 27 days

Tender Documents

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