Tender For Short Term Maintenance Contract (Stmc) From Km 0.00 To Km 54.750 I.E. Mangaon To Dighi Port Section Of Nh-753F In The State Of Maharashtra During 2026-27
Tender Value
7.99 Crore
Estimated cost
Bid Submission
16 Sep 2026
23 days left
EMD
16 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
Raigad → Maharashtra
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Short Term Maintenance Contract (Stmc) From Km 0.00 To Km 54.750 I.E. Mangaon To Dighi Port Section Of Nh-753F In The State Of Maharashtra During 2026-27
BOQ
| Sl. No. | Item Description |
| 1 | Trimming of grass, shurbs and weeds from the shoulders/berms and disposing off the same to suitable locations etc. complete |
| 2 | Supplying hard murum at the road site including conveying and stacking complete. |
| 3 | Spreading hard murum/ soft murum/ gravel or kankar for side width complete. |
| 4 | Compacting the hard murum side widths including laying in layers on each side with vibratory roller including artificial watering complete. |
| 5 | Providing 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) |
| 6 | Providing dry rubble stone pitching 23 cm (about 9 inch ) thick including all material, quarry spalls, labour etc. complete. |
| 7 | The maintenance of drains include erosion repair, clearing, cleaning, reshaping, regrading, deepening of side drains as well as catch water drains etc. complete |
| 8 | Maintenance of Hume Pipe Culvert by way of clearing, cleaning, erosion repair, repairs to cracks, parapet wall and protection work as per drawing etc. complete. |
| 9 | Providing and applying two coats of synthetic enamel paint of approved colour to new/ old structural steel work and wood work in buildings, including scaffolding if necessary, cleaning and preparing the surface (excluding primer coat) etc. complete. |
| 10 | Repair to pot holes by removal of failed material, trimming the sides to vertical and levelling the bottom, cleaning the same with compressed air or any appropriate method filled with 75 mm B.M., applying bitumen tack coat at the bottom and vertical sides as per as per MORTH specification clause 3004.1 & 3004.2 |
| 11 | Picking the B.T.road surface including sectioning complete. |
| 12 | Cement 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 compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of base course. |
| 13 | Construction of granular sub-base by providing close graded Material, spreading in uniform layers with Motor Grader/ Paver on prepared surface,mixing by mix in place method with rotavator at Optimum Moisture Content and compacting with vibratory roller to achieve the desired density complete as per clause 401. For Grading III Material. |
| 14 | 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. |
| 15 | Providing and applying primer coat with bitumen emulsion on prepared surface of Granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/Square Metre using mechanical means. |
| 16 | Providing and applying tack coat on the prepared surface heating by flames in boiler and spraying bitumen set footed in bitumen boiler on B.T. surface at 2.50 Kg per 10 Square Metre using VG-30 grade bulk bitumen. |
| 17 | Providing and laying Dense Bituminious Macadam using crushed aggregate of grading 1, premixed with bituminious binder, @4.50% 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 76/100 mm compacted thickness with Drum Mix type hot mix plant with SCADA, having complying essential features of hot mix plant as per IRC-27:2009 specified conditions and attachments such as electronic load sensor based belt conveyers, automatic synchronization of bitumen and aggregate fedder, built in dust controller system and PLC for Drum Mix plant, Sensor Paver and Vibratory Roller excluding prime/Tack coat etc. complete with Bitumen VG-30 grade with stone dust filler. |
| 18 | Providing and laying bituminous concrete using crushed aggregates of Grading-1, premixed with bituminous binder at 5.20 percent by weight of total mix and filler, transported to site with Vehicle Tracking System, laid over a previously prepared surface, finished to the required grade, level, alignment and rolling to achieve the desired compaction for 50 milimetre compacted thickness with VG-30 Bitumen, excluding prime/tack coat. Using Batch mix type hot mix plant with SCADA, Sensor Paver, Vibratory Roller with Stone Dust filler. |
| 19 | Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres,stacking servicable and unserviceable materials seperately. |
| 20 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand) conforming to IS: 383, the size of coarse aggregate not exceeding 25 milimetre, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor/ by suitable means as approved by Engineer-in-charge, compacting with vibratory roller, finishing and curing including preparation of sub-grade surface if required etc. complete. |
| 21 | Providing and laying 125 micron Low Density Polyethylene (LDPE) sheet confirming to IS 3395:1997 below concrete pavement including all materials and labour complete. |
| 22 | Providing and laying in-situ M-40 Grade unreinforced plain cement concrete pavement over a prepared sub base with 43 grade cement, coarse and fine aggregate (Natural Sand/ VSI grade finely washed Crushed Sand) conforming to IS 383, using fine and coarse aggregates combined gradation as per Table 600-3 of MORTH Specification 2013, mixed in a batching and mixing plant/ non tilting mixer and Weigh batcher as per approved mix design, admixtures, transporting to site, spreading, laying with approved make paver,compacted and finished in a continuous operation, finishing to lines and grades as directed by Engineer-in-charge and curing by curing compound/ by providing cement vata in cement Mortar 1:8 of 0.6 metre x 0.6 metre centre to centre, admeasuring 80 milimetre at bottom and 40 milimetre at top with depth of 75 milimetre and maintaining the same throughout curing period/ by any other method approved by Engineer-in-charge. |
| 23 | Providing and fixing in position Mild Steel FE-500, 32 milimetre diameter dowel bars precoated with anticorrosive epoxy paint 60 cm. long and at 30.00 cm. C/C & wherever directed including handling, straightening, necessary cutting supported by HYSD chairs with proper alignment by using properly designed assembly of Bulkheads lubricating half length with bituminous paint as directed etc. complete. |
| 24 | Providing and fixing in position TMT FE-500, tie bars precoated with anticorrosive epoxy paint of 12 milimetre dia. 70 cm. long and at 30.00 cm. C/C & wherever directed including handling, straightening wrapping with paper of approved quality for half length, necessary cutting, handling, straightening, supported by assembly of HYSD chairs with proper alignment etc. complete. |
| 25 | Cutting transverse contraction joints 3 to 4 milimetre wide and depth 60 milimetre in concrete slab using concrete cutting machine with diamond studded saw within 48 hours of casting of bay / slab etc. complete including subsequent widening of the groove 8 to 10 milimetre . wide at top having depth of 15 milimetre . as directed by Engineer incharge. |
| 26 | Maintenance of road signs by way of cleaning and repainting of mandatory/ requlatory/ cautionary/ informatory and place identifications sign board as per drawings etc. complete. |
| 27 | Maintenance of kilometre stones and 200 metre stones by way of refitting of tilted stones, repairing with cement mortar, cleaning, repairing and lettering on 200 metre stone, kilometre stone and 5th kilometre stone etc. complete. |
| 28 | Providing and fixing reinforced cement concrete 200 Metre stone as per Indian Road Congress standard including fixing in block of cement concrete 1:4:8,painting, lettering etc.complete . |
| 29 | Providing and fixing R.C.C.1:2:4 ordinary kilometre stones including painting ,numbering etc.complete for S.H./M.D.R. as per I.R.C. design for highway K.M.stone and fixing in standard size C.C. 1:4:8 block complete. |
| 30 | Providing and fixing R.C.C. 5th kilometre stones on S.H,/M.D.R. including painting ,numbering etc.as per Indian Road Congress design kilometre stone and fixing in standard size cement concrete 1:4:8 block complete. |
| 31 | Providing and erecting a Type-A, W \\"Metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 5 mm, 330 mm long complete as per clause 810)\\". |
| 32 | Providing and fixing Cautionary/Warning sign boards in Equilateral Triangle size of 900 mm made out of 2mm aluminum sheet bonded with white retro reflective sheeting of Class C ( Type XI Micro prismatic grade sheeting) 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. ClassC ( 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. |
| 33 | Providing and fixing of retro-reflectorised informatory sign board Rectangular/ Square in shape having area less than 0.9 square metre made out of 4 mm. Aluminum Composite Material (ACM) bonded with white retro reflective sheeting 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 two coats of grey stove enamel paint and supported on one number of M.S. angle iron post of size 75 mm. x 75 mm. x 6 mm., 3.5 m. long, firmly fixed to the ground by means of properly designed foundation with M-25 grade cement concrete 45 cm. x 45 cm. x 60 cm., 60 cm. 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 paint having alternate black and white bands of 25 cm. width including G.I. fixures 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 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. |
| 34 | Supplying and Fixing of Molded Shank Raised Pavement Markers/ Cat's Eye made of polycarbonate and ABS moulded body and 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 16000 kilogram tested in accordance to ASTM D 4280 Type H and complying to specifications of Category A of MORTH Circular Number RW/NH/33023/10-97 – DO III Dated 11-06-1997. The height, width and length shall not exceed 50 milimetre, 100 milimetre and 102 +/- 2 milimetre and with minimum reflective area of 13 square centimetre on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 milimetre and height not less than 30+/- 2 milimetre) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without 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. |
| 35 | Supplying and installation of Road Delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 centimetre high above ground level, painted black and white in 15 centimetre wide strips, fitted with 80 x100 milimetre rectangular or 75 milimetre diameter circular reflectorised panels at the top, buried or pressed into the ground and conforming to Indian Road Congress 79 and the drawings complete. |
| 36 | Providing and laying of hot applied thermoplastic compound 2.50 milimetre thick including reflectorizing glass beads at 250 grams per square metre area, thickness of 2.50 milimetre is exclusive of surface applied glass beads as per Indian Road Congress:35. The finished surface to be level, uniform and free from streaks and holes complete. |
| 37 | Providing and casting in situ or precast tapering R.C.C. M-20 Barrier type Kerb without gutter (as per IRC:86-1983) embedded 125 mm below ground level over M-10 P.C.C. finished neatly with C.M. 1:2, setting the same in C.M. 1:2, including the required excavation in any strata and removing the excavated stuff anywhere in city and redoing the surface as specified and directed by Engineering In-charge. Using Concrete Batching and Mixing Plant. |
| 38 | Engaging labour for conveying trees, branches, land slide materials during rainy season etc. complete. |
| 39 | Engaging JCB for removing road side trees, branches, land slide materials and for emergency work etc. complete. |
| 40 | Engaging tractor with trailers for conveying trees, branches, land slide materials during rainy season etc. complete. |
| 41 | Providing to contraction joints polysuphide sealent(Pouring grade) confirming to BS : 5212-1989 into sawed groove widened at top for sealent reservoir of specified size and shape as per detailed drawing including fixing Polyethylene foam backer rod of required diameter(appraox. 25% larger than the initial 3mm.to 4mm. joint) overlaid with bond breaking tape as per detailed drawing. Item includes cleaning the joints with water jet/air compressor and allowing joint to become thoroughly dry before sealent is applied and applying primer.(A) Contraction and longitudinal joints(15mm. deep x 8mm.wide) |
| 42 | Providing and laying cement concrete pipe of IS 458:2003 NP-4 class of 1200mm diameter in proper line, level and slope etc. complete. |
| 43 | Royalty charges |
| 44 | Testing Charges Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 18, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 23 daysSep 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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