Ministry Of Road Transport And Highways has published Tender For Short Term Maintenance Between Ch. Km 361/620 To 364/220 (Kasbapar-Navsari Road), Ch. Km 368/520 To 370/620 ( Vejalpore-Eru Road) Of Nh-64 In Navsari District Inthe State Of Gujarat. Submission Date for this Tender is 15-05-2024. Road Work Tenders in Navsari Gujarat. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 15-Apr-2024 | Corrigendum 01 for Date Extension | Date | 15-05-2024 |
| FileName | File Description | File Size |
| 23b404a2-47ce-43f7-8d90-33b8de6decd0.html | Tender Notice | 0 KB |
| BOQ_842237.xls | Tender Document | 0 KB |
| TD26ShortTerm.rar | Tender Document | 0 KB |
| Sl. No. | Item Description |
| 1 | ROAD MAINTENANCE |
| 2 | Providing spot reconditioning, reconstruction and regravelling to repair specific erosion or other damages for restoring the eroded area to originally constructed cross section on cuts and fills slopes/shoulders conformingtoTechnicalSpecificationsClauseno. 3002.Fillmaterialshouldbebroughtfromborrow areas located outside ROW conforming to Technical Specification no. 305. Watered and well compacted withplatecompactororpowerrammerwithall leads and lifts as directed by the Engineer (Quantity ofcompactedFillmaterialtobemeasuredon cross sectional area basis) |
| 3 | Clearing and Grubbing Road Land .(Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm in thickness.) (i) By Manual Means; A. In area of light jungle. (NH SOR 23-24 Item No. 2.3(i)(A) |
| 4 | Providing, Laying and compacting Granular Sub Base(GSB)withapprovedmaterialscompleteas per TechnicalSpecificationsClause401conforming to Table400-1asperapprovalof Engineer-in-Charge. (for grading-iii material). Rate Analysis No-2 |
| 5 | Providing, laying and compacting Wet Mix Macadam (WMM) base course with approved materials complete asperTechnicalSpecificationsClauseno.406of MoRTH & asperapprovalof Engineer-in-Charge. Rate Analysis No-3 |
| 6 | Providing,layingandcompactingDenseGraded BituminousMacadamcompleteaspertechnical SpecificationClauseno.505includingtackcoatas per Technical Specifications Clause no.503 using VG 40 grade bitumen) [For Grade-II, bitumen@4.5% rate]. Rate Analysis No-4 |
| 7 | Providing,layingandcompactingBituminous ConcreteaspertechnicalSpecificationClauseno. 507 including tack coat as per Technical Specifications Clause no. 503 using VG 40 grade bitumen) [For Grade-II, bitumen@5.4% rate]. Rate Analysis No-5 |
| 8 | Restoration of Rain Cuts (Restoration of rain cuts with soil,moorum,gravel or a mixture of these,clearing the loose soil,benching for 300 mm width,laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment,levels and slopes). NH SOR 23-24 It No. 10.1 |
| 9 | Hire charges for JCB machine for removal of Earth, debris, trees, plants, advertisement hoarding… etc. comp. including charges of driver, helper, fuel, oil etc. Completed. NH SOR 23-24 P&M-5003 |
| 10 | Hire charges for Hydraulic Excavator / Hitachi or equivalentmachine / Crawler Mounted Excavator (Bucket Capacity > 1.0 cum) for removal of Earth, debris, trees, plants, advertisement hoarding and other civil work etc. comp. including charges of operators, POL etc. Rate Analysis No.-6 |
| 11 | Hire charges for tractor with trolly / blade on front and cultivator on back including Diesel, oil, operator, helperetc. comp. for earth work, carriage, removal of debris etc. Rate Analysis No.-7 |
| 12 | Supplying labour per day at site of work for different type of work as directed (with tools and plants). NH SOR 23-24 It No. L-14 |
| 13 | Bituminous Cold Mix ( Including Gravel Emulsion) (Providing, laying and rolling of bituminous cold mix on prepared base consisting of a mixture of unheated mineral aggregate and emulsified or cutback bitumen, including mixing in a plant of suitable type and capacity, transporting, laying, compacting and finishing to specified grades and levels.) (i) Using bitumen emulsion and 9.5 mm or 13.2 mm nominal size aggregate. NH SOR 23-24 It No. 5.15 (i) |
| 14 | Repairtoalltypesofdamagedbrickmasonry work in superstructure and substructure of bridges/CD works including dismantling of damaged portion and reconstructing to match with existing pattern without causing any damage to the structure using brickmasonry workincement mortar 1:3 completeinallrespectsasdirectedbytheEngineer in charge conformingtoMoRTH Specifications Clause no. 1000 and 1300. The rate quoted should be after due consideration of the salvage value of the dismantled material. NH SOR 23-24 It No. 13.1 |
| 15 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (A) PCC Grade M15 NH SOR 23-24 It No. 13.5(A) |
| 16 | Plain/Reinforced cement concrete in sub-structure complete as per drawing and technical specifications (F) RCC Grade M25 NH SOR 23-24 It No. 13.5(F) |
| 17 | Plain/Reinforced cement concrete in super-structure as per drawing and Technical Specification (A) Grade M20 NH SOR 23-24 It No. 14.1 (A)(I) |
| 18 | Supplying,fitting and placing TMT bar Fe 500D reinforcement complete as per drawing and technical specifications NH SOR 23-24 It No. 13.6 |
| 19 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per Technical specification NH SOR 23-24 It No. 17.3 |
| 20 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy NH SOR 23-24 It No. 17.4 |
| 21 | Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical specification. (A) Cement Grout NH SOR 23-24 It No. 17.5(A) |
| 22 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. NH SOR 23-24 It No. 17.7 |
| 23 | Laying Reinforced Cement Concrete Pipe NP4/prestrssed concrete pipe on first class bedding in single row . (Laying Reinforced cement concrete pipe NP4/prestrssed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation,protection works,backfilling,concrete and masonry works in head walls and parapets. (A) 1000 mm Dia. NH SOR 23-24 It No. 9.4 (A) |
| 24 | Clearing slab/ box type culverts and pipe culverts including clearing , cleaning and reshaping of upstream and downstream faces of these culverts within right of way. The job includes disposal of excess material recovered from site including vegetation outside ROW with all leads and lifts complete in all respects as per direction of Engineer-In- Charge and as per Maintenance Standards Clause 3.1 (Frequency of cleaning will be one time in a year i.e. before start of monsoon). Slab Drain / Box Culvert NH Navsari Job No. TA/56/GJ/2021-22/689 It No. 1.2 |
| 25 | ROAD PROPERTY MAINTENANCE |
| 26 | Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting 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 811) NH SOR 23-24 It No. 8.23 |
| 27 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface (Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.) NH SOR 23-24 It No. 8.13 |
| 28 | Supply & fixing cats eye (Stimsonite) made out Acrilo beautile sterine injuction high compressed molding with reflector made of MMC prismatic type size 12cms. x 6cms x 2.5cms. Provided with bituminous adhesive 100gms with each unit for fixing. NH SOR 23-24 It No. 8.35 |
| 29 | Retro- reflectorised Traffic signs (Route Marker Sign/Chevron Board:) (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (xi) 60 cm x 50 cm rectangular. NH SOR 23-24, It.No.8.4(A)(xi) |
| 30 | Hazard Marker Sign : Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing) NH SOR 23-24, It.No.8.5 |
| 31 | Retro- reflectorised Traffic signs (Cautionary / Warning sign:) (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (iv) 60 cm equilateral triangle. NH SOR 23-24, It.No.8.4(A)(iv) |
| 32 | Retro- reflectorised Traffic signs (Speed Limit sign:) (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (viii) 60 cm circular. NH SOR 23-24, It.No.8.4(A)(viii) |
| 33 | Retro- reflectorised Traffic signs (Village Name Board/Accident Prone Zone sign:) (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (ix) 90 cm x 75 cm rectangular. NH SOR 23-24, It.No.8.4(A)(ix) |
| 34 | Retro- reflectorised Traffic signs (Bump Ahead/Misc/Name.) (Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) (xii) 60 cm x 45 cm rectangular. NH SOR 23-24, It.No.8.4(A)(xii) |
| 35 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (i) 5th kilometre stone (precast) NH SOR 23-24, It.No.8.14(i) |
| 36 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (ii) Ordinary Kilometer stone (Precast). NH SOR 22-23, It.No.8.14(ii) |
| 37 | Kilo Metre Stone (Reinforced cement concrete M15grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc) (iii) Hectometer stone (Precast). NH SOR 22-23, It.No.8.14(iii) |
| 38 | Applying two coats of Geru & Lime on tree up to 1.50 mtr height (1.20 mtr. Geru + 0.30 mtr. Lime including cost of labour, material etc. complete. For Tree with all perimeter. As per Approved Annual Rate 2023-24 Vide Dn Office letter:AB/TC/1688/2023 Dated:22.08.2023. Sr. No 17 |
| 39 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) NH SOR 23-24, It.No.8.8 |
| 40 | Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. (i)Ordinary Kilometer stone. (Navsari District SOR 23-24, It.No.26058A) |
| 41 | Painting and printing letters on kilometer stone 3-coats with synthetic enamel paint. (iv) Hectometer stone (200m stone) (Navsari District SOR 23-24, It.No.26058D) |
| 42 | Numbering the C.D. work with approved paint including all materials for painting etc. complete. (Navsari District SOR 23-24, It.No.26086) |
| 43 | Cleaning the existing black topped surface with shovel, brooms, etc. and disposing off the collected dirt/dustup to 100 metre away as directed by engineer-in-chargesetc. complete. (Navsari District SOR 23-24, It.No.26023B) |
| 44 | Tree Guard sign :-Providing & fixing sign board made out of 2mm aluminium sheet / 3mm ACP (Aluminum composite Panel) , size 30cms diameter circle, pretreated with phospheting process and acid etching, painted with one coat of epoxy primer and two coats of best quality epoxy paint reflectorised with retro reflective sheeting as per latest M.O.S.T. specifications. A warranty for 10 years for the Retro reflective sheeting from original manufacturer & a certified copy of 3 year outdoor exposure test report from third party test lab for the product offered shall be submitted by contractor. (A) Class-C Type-11 Retro Reflective sheeting. (Navsari District SOR 23-24, It.No.26107C) |
| 45 | Flexible Median Marker : Providing and Fixing of Flexible Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with property of flexibility to provide high durability. The dimension of Flexible Median Marker should not exceed 18.4 cm in height(including shank height),12.5 Cm in width. ,0.65 cm in thickness and shank depth shall be 3.4 cm The body structure shall be rounded at all its corners and edges. The plastic used for molding the Flexible Median Marker should survive impact load of 5kg continuously for 750 times at room temperature. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have flame like shaped body with, fluorescent yellow color retro-reflective sheeting of size not less than 90 Cm square, with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Flexible Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Flexible Median Marker shall be fixed by a combination of epoxy adhesive and grouting as recommended by manufacturer and Engineer in charge. (Navsari District SOR 23-24, It.No.26164) |
| 46 | Providing and fixing pre-cast Rubber Dye inter locking concrete block 60mm thick with grade of concrete M200 pnumatic compressed by mechanically pressed and as per approved design including 75mm Sand layer/Mixing of stone dust and 2-4mm grit pareticle for levelling and filling the joint with sand in proper line and level etc complete. NHD Bharuch Approved Rate |
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