Tender For Construction Of Minor Bridge (Canal Crossing) At Ch Km. 8/6 To 8/8, Approach And Other Works On Bardoli-Vankaner-Valod Vedchhi Road, Km 8/400 To 25/120 Dist. Tapi (Crif 2025-26)
Tender Value
2.38 Crore
Estimated cost
Bid Submission
29 Sep 2026
24 days left
EMD
2.39 Lakhs
Bank guarantee accepted
Document Fee
3600
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Tapi → Gujarat
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Minor Bridge (Canal Crossing) At Ch Km. 8/6 To 8/8, Approach And Other Works On Bardoli-Vankaner-Valod Vedchhi Road, Km 8/400 To 25/120 Dist. Tapi (Crif 2025-26)
BOQ
| Sl. No. | Item Description |
| 1 | Foundation stone laying and bridge inauguration ceremony as directed by engineer in charge. |
| 2 | Dismantling the existing structure including removing and stacking the dismantle led material for all lead as directed. by Engineer-in-Charge.CC/RCC works |
| 3 | Dismantling the existing structure including removing and stacking the dismantle led material for all lead as directed. by Engineer-in-Charge.Masonary works |
| 4 | Excavation for Pile cap for Piers and Abutment in sand, gravel, clay, soft soils, murrum, hard murrum, boulders, very stiff or sticky clays etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for lead up to 100m, back filling the excavated pit by approved excavated material etc. complete as per specification.Depth upto 3.0 m below GL |
| 5 | Excavation for Pile cap for Piers and Abutment in sand, gravel, clay, soft soils, murrum, hard murrum, boulders, very stiff or sticky clays etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for lead up to 100m, back filling the excavated pit by approved excavated material etc. complete as per specification.Depth from 3.0 m to 6.0 m |
| 6 | Empty boring to the required depth (measured from bottom of pile cap to founding level) by means of hydraulic pilling rig through all strata like soil, sand, clay, murrum, gravel, pebble, boulder, cobble, soft rock, etc. for pile of diameter as below, supported with the help of bentonite slurry including all required plant & machineries, disposal of excavated material with all leads & lifts, mobilization demobilization, remobilization if required, transportation of required plant and machineries, etc. Method of boring shall be as per IS 2911-Part 1 - Section -II. 1) Length of pile shall be measured from bottom of pile cap and upto the termination level.2) Rate is inclusive of empty boring through overburden (i.e. temporary working platform, etc.)(3) Reinforcement will be paid separately(4) Rate shall also include drilling and socketing in rock at required depth(5) Borehole drilling shall be done with hydraulic rig using bentonite slurry & temporary casing of required depth upto cut off level of pileFor 1200 mm dia Pile |
| 7 | Supplying, fabricating and placing in position MS liner made of MS plate for initial length of cast-in-situ concrete piles including all operation such as straightening, cutting, bending to shape, welding, fabricating, driving, placing in position, applying coat of primer and 2 coats of anticorrosive paint etc. complete as per specification excluding temporary liner if provided. Depth and thickness of liner as per approved drawing and as per site requirements. |
| 8 | Initial pile Load (Static Load) testCarrying out Static load test as per standard procedure laid down in the IS 2911 specification and maintaining complete records of load v/s settlement on test any load and dia of pile constructed for the purpose including erection and removal of loading platform with all contractor's materials, labour, tools & plants, with all necessary instrumentation, high capacity hydraulic jacks, etc. complete as per specification and as directed by Engineer-in-charge.1) Load test shall be continued till test load or soil failure whichever is earlier.2) Testing shall be carried out with loading frame with ground anchors / anchor piles with platform including all necessary arrangement required for the test, as approved by Engineer-in-charge. 3) If load test of pile is not completed successfully, payment shall not be made for this test item as well as boring, concreting and reinforcement of test pile, for which test was carried out and another test pile shall be constructed of respective diameter.Note: Initial load test shall be Completed with in 60 Days from date of issue of Work For 1200 mm dia Pile |
| 9 | Carrying out High strain Dynamic Test on any working pile / Test pile as selected by the Engineer-in-charge. The test shall be carried out by agency approved by Engineer in charge as per IRC-Notification 54 and submitting results / reports in three hard copies with soft copy in CD. Item includes all necessary arrangements required for the test. (with guided frame arrangement)For 1200 mm dia Pile |
| 10 | Performing Integrity Test (low strain) on all vertical pile. The item shall include chipping of weak concrete at the top of pile, leveling, bending of reinforcing bars, preparation of pile head including testing with pile driving analyser or approved equivalent. To be carried out at least 15 days after concreting of piles. A specialist approved Agency shall be employed by the Contractor for the test. The test shall be carried out as per relevant ASTM code. The item is including complete testing with approved apparatus, analysis of results and conclusions including submission of test reports in three hard copies with soft copy in CD.For 1200 mm dia Pile |
| 11 | Providing and laying controlled cement concrete M-35 for R.C.C. bored pile for Pier & Abutment of Required diameter including ramming, vibrating, curing and finishing complete. |
| 12 | Providing and filling in foundation with ordinary cement concrete M15 grade and providing necessary pin headers including formwork, vibrating, ramming, compaction, levelling, curing, etc. complete. |
| 13 | Providing and casting in situ controlled cement concrete M-35 for R.C.C. pile cap / Pile cap beam including necessary formwork, vibrating, curing and finishing complete. |
| 14 | Providing and fixing in position TMT Fe 550D grade bars for R.C.C. bored piles as per detailed drawing including cutting, bending, hooking, tying, and welding complete, including forming the cage and lowering it in position. |
| 15 | Providing and fixing in position TMT Fe 550D grade bars for R.C.C. pile caps as per detailed drawing including cutting, bending, hooking, tying, and welding complete, including forming the cage and lowering it in position. (up to 10 tons) |
| 16 | Providing and casting in-situ controlled cement concrete of M35 grade for RCC work in Abutment cap, pier cap, dirt wall, Pedestal, Seismic arrester etc. etc. with 20mm down coarse aggregate of the required size for heights mentioned below including, centring, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. |
| 17 | Providing and placing in position TMT Fe 550D grade bars reinforcement conforming to IS 1786 of all categories for RCC work in Abutment cap, pier cap, dirt wall, Pedestal etc. including cutting, bending, hooking and tying with 18 gauge binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing. |
| 18 | Supplying, fitting & fixing in position true to line and level elastomeric bearing conform in to IRC-83 part -II section IX and clause 2005 of Morth specifications complete including all accessories as per drawing and technical specification. |
| 19 | Providing and casting in situ or precast controlled Cement Concrete M-350 for R.C.C. work in Super structure including centering, shuttering, curing, scaffolding, ramming, vibrating, finishing, lauching or shifting complete.(I) Solid Slab. (II) Deck Slab. (III) Main Girders.(IV) Diaphragm or cross girder.Main girder & cross girder |
| 20 | Providing and casting in situ or precast controlled Cement Concrete M-350 for R.C.C. work in Super structure including centering, shuttering, curing, scaffolding, ramming, vibrating, finishing, lauching or shifting complete.(I) Solid Slab. (II) Deck Slab. (III) Main Girders.(IV) Diaphragm or cross girder.Deck slab |
| 21 | Providing and placing in position TMT Fe 550D grade bars reinforcement conforming to IS 1786 of all categories for RCC super structure (Deck Slab, Main Girders, Diaphragm or cross girder) including cutting, bending, hooking and tying with 18 gauge binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing. |
| 22 | Providing and fixing in position strip seal type expansion joints (for movement of 80mm) as per detailed drawing and MoRTH Specification including cost of all materials and fixtures, welding, preparing surface for receiving the joints including all leads and lifts etc. complete as per detailed approved drawing and as directed by Engineer. |
| 23 | Providing and filling in position Pre-Moulded Asphalt joint Filler 20mm size as directed by Engineer-in-charge. |
| 24 | Providing and casting in-situ controlled cement concrete of M40 grade for RCC work in Crash barrier with 20mm down coarse aggregate of the required size including, centering, shuttering, scaffolding, ramming, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. |
| 25 | Providing and placing in position TMT Fe 550D grade bars reinforcement conforming to IS 1786 of all categories for RCC Crash barrier including cutting, bending, hooking and tying with 18 gauge binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing. |
| 26 | Providing and carrying out load test on bridge deck with simulated loading including provision, placing and removal of loading, supplying, fixing and removing deflection measuring instruments etc. complete with platforms for fixing the instruments etc. complete as per the details supplied and specification and as directed by Engineer and including submission of required results in triplicate after satisfactory completion of the load test. |
| 27 | Providing and casting in-situ controlled cement concrete of M30 grade for approach slab with 20mm down coarse aggregate of the required size including formwork, placing in position, consolidating with mechanical vibrators, curing, finishing, etc. complete. |
| 28 | Providing and casting in-situ controlled cement concrete of M40 grade for 100 mm thick wearing coat laid as directed with 20mm down coarse aggregate of the required size including formwork, placing in position, temping vibrating, curing, finishing and filling in joints with bitumen etc. complete. |
| 29 | Providing and placing in position TMT Fe 550D grade bars reinforcement conforming to IS 1786 of all categories for approach slab, wearing coat etc. including cutting, bending, hooking and tying with 18 gauge binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing. |
| 30 | Providing, fabricating and fixing in position GI drainage Spout having 100 mm dia. Pipe B Class with necessary G.I. bend, fixing to GI chamber and topped with fixed GI grating as per drawing and specification including all lead and lifts, etc. complete. |
| 31 | Providing and fixing marble slab including engraving letters/numbers, painting complete. Size 75cm x 60cm x 4cm |
| 32 | Providing fusion bonded Epoxy coating (FBEC) not less than 175 micron thickness and up to 300 micron to reinforcement bars as per IS-13620- 1993/ASTM-775 M including testing of coating at plant and all taxes. For all dia reinforcement. |
| 33 | Providing and applying anti-carbonation, anti fading, mold resistant, heat insulating, and 100% acrylic breathable decorative external waterproof coating of approved shade having Viscosity @ Room Temperature by Ford cup No. B-4 (dilute 2 parts of product with I part of water) 18 to 30 sec. pH of 7.00 to 10.00 and Sp. Gravity @ Room Temperature 1.30+0.1, tested for carbon dioxide diffusion resistance properties for coating materials and coating systems for applied to open atmosphere surface of substructure as well as on superstructure as per DIN EN 1062-6 (2002-2010) by a NBA Grade \\"A\\" accredited institution. |
| 34 | Clearing and grubbing road land including uprooting rank, vegetation, grass, bushes, shrubs, sapling, and trees girth up to 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials to be used of auctioned up to 1000 meters including removal of top organic soil not exceeding 150 mm in thickness. (C) By mechanical means in area of light jungle |
| 35 | Carry out alignment survey work by total station including marking of centre line of the bridge and various other component structures, taking ground levels and details of existing structures within 40m from centre line, providing and fixing necessary reference pillars, establishing bench marks, establishing foundation layout on ground, including submission longitudinal section, cross section and report of survey work in three copies with soft copy in CD to Engineer-in-charge as directed. |
| 36 | Providing and laying filter media 600mm thick as directed at the back of abutments as per technical specifications. |
| 37 | Providing Weep holes in RCC abutment and retaining wall with 100 mm dia PVC pipe and non-corrodible grating and geotextile, extending through the full width of the structure with slope of 1V:20H etc. complete as per drawing and technical specification. |
| 38 | Providing and filling sand behind abutments and between returns in layers as directed. |
| 39 | Excavation for footing / Base slab in sand, gravel, clay, soft soils, murrum, hard murrum, boulders, very stiff or sticky clays etc. including shoring, strutting and dewatering as necessary and depositing of the excavated stuff as directed for lead up to 100m, back filling the excavated pit by approved excavated material etc. complete as per specification.Depth upto 3.0 m below GL |
| 40 | Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for footing of Retaining wall etc with 20mm down coarse aggregate of the required size for any depth including dewatering, scaffolding / centering, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing. |
| 41 | Providing and casting in-situ controlled cement concrete of M30 grade for RCC work in Retaining wall etc. with 20mm down coarse aggregate of the required size for heights mentioned below including, centering, shuttering, scaffolding wherever necessary, laying, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification.Height from 0.0 m to 5.0 m |
| 42 | Providing and placing in position TMT Fe 550D grade bars reinforcement conforming to IS 1786 of all categories for Footing of Retaining wall etc. including cutting, bending, hooking and tying with 18 gauge binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing. |
| 43 | Providing and placing in position TMT Fe 550D grade bars reinforcement conforming to IS 1786 of all categories for Retaining wall etc. including cutting, bending, hooking and tying with 18 gauge binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing. |
| 44 | Box cutting the road surface to proper slope and chamber for making a base for road work including removing the excavated stuff and depositing on the road side slope as directed upto 50m lead. |
| 45 | Earth work for embankment including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density, including filling the depressing, which occurs during the process using power roller of 8 tonne to 10 tonne all as per specification. |
| 46 | Scarifying gravelled macadam or bitumen macadam surface 6 cm to 10 cm Depth including stacking useful materials on road side and disposing off remaining stuff. |
| 47 | Providing and laying Hard murrum for 500 mm thick subgrade with CBR 7% including breaking clods, dressing with all lead and lift and including watering, rolling and consolidation of subgrade in layers at O.M.C. to required dry density, including filling the depressing, which occurs during the process using power roller of 8 tonne to 10 tonne all as per specification. |
| 48 | Construction of granular sub-base 200 mm thick by providing machine crushed B.T. material satisfying MORT&H specification (Fifth revision) of grading III including spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density etc. complete. |
| 49 | Construction of granular sub-base 200 mm thick by providing machine crushed B.T. material satisfying MORT&H specification (Fifth revision) of grading V including spreading in uniform layer with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density etc. complete. |
| 50 | Providing and laying wet mix macadam base course 250 mm thick in two layers (each layer in 125mm) as per MORTH specification using machine crushed B.T. chips as per required gradation, mixing with required optimum quantity of water, conveying the mix to site of work, spreading in to grade and camber with paver/mechanical means and consolidation each layer with vibratory roller to aschieve the desired density including cost of material labour plant and equipment etc. complete. |
| 51 | Providing and applying priming coat with Emulsion SS-I at the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and preparing the surface heating, and applying etc. complete. |
| 52 | Providing and laying 50 mm thick compacted B.M.with B.T. aggregate as per MORT&H specification using Emulsion grade RS-1 for coat at 2.5 Kg./10Sq.mt. with mechanical sprayer and bitumen grade VG-30 for mixing at the rate 34.0Kg/M.T. i.e. 3.4 % of total mix including heating the aggregate and asphalt by drum mix plant and spreading the same by paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete. |
| 53 | Providing and laying 50 mm thick Dense graded bituminous macadam with tack coat at 2.50 Kg/10 Sq.mt. of Emulsion RS-I by mechanical sprayer and using stone chips as per MORT&H gradation and asphalt VG-30 grade @ 4.50% (As per mix design) by total weight of mix for binder by drum mix hot laid process including transporting the mix and spreading the same by paver finisher and consolidation by vibratory roller including providing and operating required drum mix plant & machinery cost of fuel, asphalt, oil, lubricant & labour charges etc. complete. |
| 54 | Providing and laying 30 mm thick compacted Bituminous Concrete using stone chips as per MORT&H gradation & VG-30 grade asphalt for mixing @ 5.50% (As per mix design) by weight of total mix for binder including heating the aggregate and asphalt by drum mix plant and spreading the same by sensor paver finisher and consolidation with vibratory roller including providing all materials, equipments, tools and plants, oil, kerosene, fire wood, labour charges etc. complete |
| 55 | Supplying and laying bi-axial extruded high modulus polypropylene geogrid having minimum layer coefficient ratio as 1.3, junction efficiency not less than 90% and with 38mm X 38mm mesh opening. The roll size shall be 50.0 X 3.95 m, at easily accessible location including top and bottom, with all leads and lifts, manpower and machinery, materials, labour etc. complete and as directed by Engineer-In-Charge. |
| 56 | Excavation for Channel Post, Toe wall, Kerb behind Post foundation up to 1.5m depth etc in sand, gravel, clay, soft soils, murrum,etc. including shoring, strutting and dewatering as necessary, back filling etc. complete as per specification. |
| 57 | Providing and casting in-situ controlled cement concrete of M30 grade for RCC railing post, beam with 20mm down coarse aggregate of the required size including formwork, shuttering, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. |
| 58 | Providing and placing in position TMT Fe 550D grade bars reinforcement conforming to IS 1786 of all categories for RCC railing post, beam etc including cutting, bending, hooking and tying with 18 gauge binding wires, supporting in position to ensure lines and levels during concreting, maintaining proper cover / spacing etc. complete as per specification and detailed drawing. |
| 59 | Providing and erecting a \\"W\\" metal beam crash barrier for Approach comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150x75x5mm spaced 1.5m centre-to-centre, 1.6m high, 0.5m in pedestal, 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 150x75x5mm, 800mm long complete as per specification. (Including providing & fixing 3mm ACM type reflector and Excluding Pedestal concrete & Reinforcement) |
| 60 | Providing and laying filter material 50mm underneath stone pitching with specified gradation of material with all lead and lift. |
| 61 | Providing and laying 230mm thick dry stone pitching on side slope on earth work & providing flush pointing in Cm 1:3 etc complete including curving & preparing slope in earth work as directed. |
| 62 | Providing and casting in-situ controlled cement concrete of M20 grade for Toe wall, Chute drain with 20mm down coarse aggregate of the required size including formwork, shuttering, placing in position, consolidating with mechanical vibrators, curing, finishing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as directed and as per drawing with F3 type exposed concrete finish and form mark as directed by Engineer-in-charge, etc. complete as per specification. |
| 63 | Hazard Marker Sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4 mm ACP (Aluminum composite Panel); size 90x30 cms. rectangular as per design of IRC-67 (Latest Revision). Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D- 4956 and latest M.O.S.T.Specifications; 1.8mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per theinstruction of engineer in charge. size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. 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 |
| 64 | Cautionary Warning Sign :- Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 90 x 90 x 90 cms. equilateral triangle as per design of IRC-67 (Latest revision). Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. 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 |
| 65 | Facility Informatory Signs :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 80 x 60 cms rectangular as per design of IRC-67 (Latest Revision). Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc. complete under the supervision of engineer in charge. 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 |
| 66 | Regulatory / Mandatory Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60 cms Dia Circle as per design of IRC-67 (latest revision). Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35 x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol foreach board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg. including excavation, curing etc.complete under the supervision of engineer in charge. 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 |
| 67 | Distance Informatory / Destination Sign :-Providing and fixing sign boards made out of 2mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 180x120 cms. rectangular as per design of IRC-67 (Latest revision). Pre treated with phosphetingprocess & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T. Specifications; 4.0mtr long (2 Nos.) stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 50 x 50 x 5mm; painted with bestquality epoxy coatings in black and white bends. The details of symbol for each board shall be as per theinstruction of engineer in charge. The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg.including excavation, curing etc.complete under the supervision of engineer in charge. 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 |
| 68 | Route Marker sign :-Providing and fixing sign boards made out of 2.0 mm aluminium sheet / 4mm ACP (Aluminum composite Panel); size 60x45 cm rectangular plus 30x25cm additional plate as per design of IRC-67-2012. Pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint ;reflectorised with Micro Prismatic Grade retro refiectivesheeting of Type-11 as per ASTM D-4956 and latest M.O.S.T. Specifications; 3.6 mtr long stand post of 75 x 75 x 6mm / 65NB Circular MS Pipe as required and frame fabricated from suitable size iron angle of 35x 35 x 3mm; painted with bestquality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge.The fixing at site shall be in 1:2:4 CC blockof size 45 x 45 x 60 Cms. for each leg. including excavation, curing etc.complete under the supervision of engineer in charge. 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 |
| 69 | Road marking with hot applied thermoplastic paints with reflectorising glass beads on bitumen surface providing and laying a hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250gms per sqm area, thickness of 2.5mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. zebra patta /bump patta lane/center line/ edge line/cut patta. The white color marking should provide liminance coefficinet on cemend road shalll be min 130 mcd/m2/lux and Asphalt road shall be min 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section-15 of IRC 35-2015. Warranty for the Retro reflectivity should be two years. |
| 70 | Cat Eye / Road Stud / RPM: Supplying Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with Micro prismatic lens (No Glass bead lens) capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 Ð DO III Dt 11.06. 1997. The height, width and length shall not exceed 2 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The body of the marker should having finger grip for easy and accurate placement and application with epoxy / bituminous Adhesive as recommended by the manufacturer of the marker. The color of the marker should be as per the IRC 35 (Latest revision) and as directed by Engineer-in-charge. |
| 71 | Providing and applying Synthetic Enamel Paint on Crash barrier / Kerb with one coat of white primer of cement paint and two or more coat of synthetic enamel paint including cleaning all dust, durt and other foreign matters with all material labour equipments with all leads and lifts etc. complete and as directed by engineer in charge. |
| 72 | Portable Barricade in Construction Zone (Installation of a steel portable barricade with horizontal rail 300 mm wide, 2.5 m in length fitted on a 'A' frame made with 45 x 45 x 5 mm angle iron section, 1.5 m in height, horizontal rail painted (2 coats) with yellow and white stripes, 150 mm in width at an angle of 450, 'A' frame painted with 2 coats of yellow paint, complete as per IRC:SP:55- (Latest revision) including Blinkers, Retro reflective film/sticker. |
| 73 | Providing and laying plain/ reinforcement concrete lining of M-15 grade in bed, side slopes and curvature including batching, mixing, transporting placing, smooth finishing, curing including dewatering where required. (machinary based without Paver). Excluding reinforcement15 cm thick lining in Bed & slope (With membrane curing) |
| 74 | Earthwork in embankment using soil, soft & hard murrum excavated from approved borrow area / village tanks etc. including breaking clods, dressing to the design section with lead up to 500 meter and all lifts.(By JCB-4CX machinary) |
| 75 | Compaction of Earthwork in embankment in layers 15 to 20 Cms at requisite moisture content to required dry density not less then 85% of corresponding proctor maximum dry density including watering, rolling with suitable type of roller etc. complete. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Sep 03, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 24 daysSep 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 25 daysTender Documents
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