Tender For Construction Of Reinforced Cement Concrete Bridge At Santrabajar, Mouza- Dakshin Gopal Nagar, Gp.- Gopal Nagar, In P.S. & Block-Patharpratima, Under Ced-Ii, Sundarban Development Board. Ridf-Xxx
Tender Value
14.19 Crore
Estimated cost
Bid Submission
07 Aug 2026
15 days left
EMD
10 Lakhs
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
24 Paraganas North → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Reinforced Cement Concrete Bridge At Santrabajar, Mouza- Dakshin Gopal Nagar, Gp.- Gopal Nagar, In P.S. & Block-Patharpratima, Under Ced-Ii, Sundarban Development Board. Ridf-Xxx
BOQ
| Sl. No. | Item Description |
| 1 | Laying and Jointing PVC Pipe. Heading |
| 2 | A. Bridge I. Earthwork in foundation & Service roadEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, complete as per direction of the Engineer-in-Charge. By Mechanical means. I. In all sorts of soil excluding marshy soil & rocks(soft or hard) by manual means (i) With pumping out water including shoring as required. a) upto 3 m depth |
| 3 | b) 3 m to 6 m depth |
| 4 | Pumping out water from ponds or tanks(Payment if permitted will be made on the quantity of water calculated on the basis of initial water level andfinal level on consideration being made for any waterthat may have been added through percolation or otherwise) |
| 5 | Earthwork in filling in foundation trenches withgood earth in layers not exceeding 15cm. including watering and ramming layer by layer complete withearth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. |
| 6 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. |
| 7 | Brick soling with picked jhama bricks including preparation of bed as necessary with brick joints properly filled in and packed with powdered earth and including necessary cushion of similar material below the soling (and in between layers when more than one layer is used) completes as per direction (a) Single Brick Flat Soling (75 mm thick) |
| 8 | Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 9 | Providing and constructing Temporary Service Road of width not less than 3.75 m over river for movement of men, equipment and construction machineries from one pier / abutment location to another pier / abutment location considering necessary stability and safety aspects by providing and driving suitable piles, providing fitting, fixing suitable R.S. Joist, Channels, angles and wooden sleeper as per design requirement including dismantling and taking out the entire service road after construction. ii) With R. S. Joist Pile b)Height of deck above bed level above3.25 m & upto 4.25 m. |
| 10 | Providing and constructing Service Road of width 4.0 m to reach island location from one pier location to another pier location with height upto 1 m. by sand / dry soil filled cement / polyethylene bags and removal of the same after main construction activity. |
| 11 | Cost of boring using drilling mud to stabilized the bore and flushing the bore of excess mud with fresh drilling fluid for the portion of the pile above cutoff level and up to the level of island for providing RCC cast in situ bored pile in position including the cost of mobilization and hire charges of all equipment necessary for boring. Using tripod, winch. 1000mm dia pile |
| 12 | Construction of Temporary Island by construction of outer annular layer with two rows of bullahs, suitable spaced, of dia. not less than 150 mm, driven at least half of the total length, properly tied, braced and supported and filling the annular space with sand / soil filled bags, protected by drum sheet walling on both side and filling the core portion with locally available materials including the dismantling, removing and cleaning the site of the construction of main component of the structure. Area of Island between 120 sqm.- 140 sq.m a) Height above bed level upto 2.25 m. |
| 13 | Hire Charges for Supplying, Fitting and Fixing of 500 mm MS Pipe for Temporary Platform Providing on hire, supplying, fitting and fixing 500 mm diameter Mild Steel (MS) casing pipe, 6 mm wall thickness, by driving the steel casing pipe into the river bed up to the required depth for construction of a temporary working platform in locations where the water depth exceeds 2.25 m. The item shall include the cost of loading, unloading, carriage, handling, fabrication, erection, driving, alignment, removal after completion of work (where applicable), and all necessary tools, plants, tackles, labour, consumables, and incidental charges required for complete execution of the work, in accordance with the drawings, specifications, and as directed by the Engineer-in-Charge. Note: This item is applicable for construction of a temporary platform in river reaches where the water depth is more than 2.25 m. |
| 14 | Supplying and providing Silver sand inside the MS casing pipe of 500 dia upto required depth incl. cost & carriage of all material , labour etc. complete as per direction of Engineer-in-Charge. |
| 15 | Hire Charges for Fabrication, Supply, Transportation and Erection of Steel Gangway for Temporary PlatformProviding on hire, fabricating, supplying, transporting, hoisting and erecting a steel gangway for construction of a temporary working platform in locations where the water depth exceeds 2.25 m. The item shall include cutting to size, straightening, bending, drilling, forging, welding, riveting, bolting and assembling structural steel sections and/or steel plates to form built-up steel girders or plate girders, including all stiffeners, bracings, tie members, cleats, connection plates and other accessories as required. The rate shall include the cost of all structural steel sections, steel plates, bolts, nuts, washers, rivets, welding electrodes, consumables, fabrication, loading, unloading, carriage, handling, hoisting, erection, alignment, fixing in position, dismantling after completion of the work (where applicable), and all labour, tools, plants, tackles and incidental charges required to complete the work, in accordance with the drawings, specifications and as directed by the Engineer-in-Charge.Note: This item is applicable for construction of a temporary gangway platform in river reaches where the water depth is more than 2.25 m. |
| 16 | Hire and labour charges for staging with sal bullah for super structure of bridge (Major and Minor) including stripping off and removing clearing on completion of work as per design and drawing approved by the Engineer-in-charge. |
| 17 | Providing Sal-bullah / Eucalyptus bullah piles ofdiameter not less than 150mm, driving upto desired depth but not less than 4 m and spacing as per approved design and joining each bullah piles with the staging props by proper arrangement capable to transmit the loads from superstructure, all complete.Note:1. Diameter of bullah to be measured at 1.5 m from thicker end.2. Projected area of the deck on river bed should be considered for arriving at the cost. |
| 18 | II. Foundation ( Pile & pile Cap )Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M 15 Concrete |
| 19 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. |
| 20 | Cement Concrete for Reinforced Concrete in Pile Cap complete as per drawing and Technical Specification. ) (i) Using Concrete Mixer M 35 grade |
| 21 | Providing Bored Cast-in-situ R.C.C. pile in position as per specifications in all kinds of soil including cost of boring using drilling mud to stabilize the bore and flushing the bore of excess mud with freshly repared drilling fluid by using pumps prior to placing concrete by tremie pipe in one continuous operation and including the cost of all materials and labour for placing of concrete and also including the cost of mobilization and hire charges of all equipment necessary for boring, welding of reinforcement cage as necessary and lowering of reinforcement cage, preparation and placing of concrete, including the cost of concrete but excluding the cost of reinforcement and labour for bending binding etc. complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Work to be executed as per IS: 2911 (Part II Sec 2). 1000mm dia pile, Conc. Grade M35. |
| 22 | Providing MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in-Charge.) |
| 23 | Supplying, fitting and placing uncoated HYSD bar reinforcement of grade Fe 500/Fe 500D in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. Steel used shall meet the requirement of section 1000 of MORTH specification.Pile & pile cap |
| 24 | Performing confirmatory subsoil exploration by drilling boreholes of 40m depth ( min) at pile cap/abutment locations during construction stage and submission of the soil report complete as per IRC/IS specification and direction of Engineer in charge |
| 25 | Extra for boring in water (1.2m and higher depths). |
| 26 | Performing Pile Integrity Test on randomly selected piles (1000 mm dia) as per IRC/IS specification and direction of Engineer-in-charge. |
| 27 | Performing Vertical load test on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 1.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-chargeThis test shall be done on working piles only in a pile group and should satisfy the provisions of routine test as given in IS-2911 (Part-4) 1985.Testing load 150T to 200 T. |
| 28 | Performing Initial on single Pile in accordance with IS:2911(Part-IV) by hydraulic jacks on pile/piles with 2 to 2.5 times the design load including preparation of the head of piles with concrete of required strength for receiving the jacks with all ancillary arrangements for setting up gauges, construction of suitable platforms, keeping the loads and dismantling and removing all arrangement etc. complete as per IS specification and direction of Engineer-in-charge. Testing load between 250 T and 300 T. |
| 29 | Performing High Strain Dynamic Pile Load testing by using Pile Driving analyzer as per IRC: 78.2014 standard procedure with a hammer of suitable weight (1·2% of the test load or 5·7% of the dead load on the pile or suitable energy as decided by Engineer-in charge). The rate is inclusive of construction of suitable platform, fixing of strain sensor & accelerometer, charges for hammer holstinq arrangement & removing etc. The rate is also inclusive of cost & carriage of all materials, completion of field test, CAPWAP analysis & submission of test results along with reports as per direction of Engineer.in.charge.b)For Test load 101 to 300 MT ii)From 60-150 Km of Rajbhaban |
| 30 | Performing Lateral load test on two piles or twogroups of piles by introducing a hydraulic jack with gauge between two piles or pile groups under test by applying horizontal loads in increments of about 20% of the estimated safe load at each stage and applying the next increment after the rate of displacement is nearer to 0.1 mm. per 30 minutes till the total displacement becomes, 12 mm at the cutoff level including the cost of arranging the entire set-up, hire charges of all implements including at least two dial gauges, preparing the pile head if necessary, and removal of all arrangement after completion etc. complete in all respect including cost of carriage of all materials and as per IS specification and direction of Engineer-in-charge. |
| 31 | III. SUB-STRUCTUREPlain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications.) I) Using concrete Mixer M 35 concrete(ii) 5m to 10m Height |
| 32 | Supplying, fitting and placing uncoated HYSD bar reinforcement of grade Fe 500/Fe 500D in Substructure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. Steel used shall meet the requirement of section 1000 of MORTH specification. |
| 33 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 34 | IV. SUPER-STRUCTUREFurnishing and Placing Reinforced /Prestressed Cement concrete in Super-Structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging/casting truss complete. as per drawing and technical specifications. (i) For solid slab super-structure, RCC / PSC Grade M35 I. Using concrete mixer.(ii) 5m - 10m height |
| 35 | Furnishing and Placing Reinforced /Prestressed Cement concrete in Super-Structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging/casting truss complete. as per drawing and technical specifications.(i) For solid slab super-structure, I. Using concrete mixer. RCC / PSC Grade M35 (i) Upto 5m height |
| 36 | Supplying, fitting and placing uncoated HYSD bar reinforcement of grade FE 500/Fe 500D in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications. Steel used shall meet the requirement of section 1000 of MORTH specification. |
| 37 | Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works. |
| 38 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 rnm. true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000 rnrn. leaving adequate space between vertical post for expansion, complete as per MoRT&H standard drawing no 50/202 and technical specifications |
| 39 | Drainage Spouts in Superstructure including providing drip mouldings and also including supplying, fitting and fixing approved type of materials complete as per drawing and Technical specification vide clause no. 2705 of MoRT&H’s Specification for Road & Bridge Works. |
| 40 | Providing and laying of an elastomeric slab seal expansion joint, catering to right or skew (less than 20 deg., moderately curved with maximum horizontal movement upto 50 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation and as per Clause 2605 of Specifications for Road & Bridge works of MoRT&H (5th Revision) (a) For movement up to ± 10 mm - Type : m 20 |
| 41 | Supplying, Fitting & fixing different factory made Metal Craft Sheet (excluding cost of metal crafting) incluing cost of powder coating (for M.S, Aluminium plate) & finished metal sheet with all fitting accessories complete in all respect as per diection of Engineer-in-Charge Aluminium Plate ii) 1.5mm thick Below deck rest over pile cap in double layer |
| 42 | Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint. b) Two Coats |
| 43 | Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239(Part - I).(A) PVC Pipes 150 mm dia |
| 44 | Applying exterior grade Acrylic primer of approved quality and brand on plaster or concrete surface old or new surface to receive decorative textured(matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complet as per manufacturers specification and as per direction of the EIC |
| 45 | Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of Engineer-in-Charge to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer.In ground floor(Two Coats) c) Super Protective 100% Acrylic Emulsion. |
| 46 | B. FOR APPROACH ROAD I. EARTH WORKSClearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specifications Clause 201 for Rural Roads of MORD. |
| 47 | Uprooting and Removing Stumps & roots, compaction of backfilling and stacking of serviceable material by manual means as per Technical Specifications Clause 201 for Rural Roads of MORD. A. Lead upto 100m (a) Gerth at brest height up to 600mm. |
| 48 | b) Girth at breast height above 600 mm to 900 mm. |
| 49 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 4000 m as per Technical specification Clause 301.5 for Rural Roads of MORD. |
| 50 | Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical specification Clause 301.5 for Rural Roads of MORD. |
| 51 | Loosening, Leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 52 | Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. 500mm thick |
| 53 | Labour for taking out brick-on-end edging including removing debris to flank or berm sorting out serviceable materials and stacking. |
| 54 | Labour for taking out brick-on-edge of herring bone bond including removing debris to flank or berm sorting out serviceable materials andstacking. |
| 55 | Labour for taking out old soling edging including removing debris(a) Single Flat Soling |
| 56 | Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary.a)Depth up to 150 mm. |
| 57 | (b) For each additional Depth of 150mm and part thereof. |
| 58 | Supplying spreading and compacting silver sand to required thickness in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including cost of silver sand lighting, guarding, barricading and making adequate earthen bundh where necessary, with water as per direction, mending cracks and depressions by ramming wherever necessary.The payment is to be made on the basis of finished compacted volume. |
| 59 | Labour for breaking 1/2 Bricks or Full Bricks (Old / New) into metal / Khoa / chips as per specific size and stacking the same at site or stackyard with due allowance of sinkage / shrinkage as per direction of the Engineer incharge. (a) (a) Metal Size 32 mm to 25 mm |
| 60 | II. SUB-BASES, BASES ( NON- BITUMINOUS) AND SHOULDERSConstruction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Construction of Sub Base by compacting brick bat and sand (in proportion of 60:40).a) By Departmental Jhama bats |
| 61 | b) Jhama supplied by Contractor. |
| 62 | Construction of Sub Base using Local Materials, spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by consolidatingJhama metal (63 mm to 45 mm) with moorumscreening : |
| 63 | Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and above at desired density and C.B.R. as per Specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks and depressions by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants complete as per specification. |
| 64 | Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm)B. Manual Means |
| 65 | III. BASES AND SURFACE COURSES (BITUMINOUS)Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 66 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii) Tack coat on bituminous |
| 67 | Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD. |
| 68 | Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 69 | V. MISCELLANEOUS WORKSProviding and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 70 | i) 90 cm equilateral triangle |
| 71 | iii) 60 cm circular |
| 72 | iv) 80 mm x 60 mm rectangular |
| 73 | v) 60 cm x 45 cm rectangular |
| 74 | vi) 60 cm x 60 cm square |
| 75 | Construction of Sign Board with 0.45m x 0.60m(height) granite slab of 15-18mm thk.engraving the lettering over it as directed by the E.I.C. fitting and fixing complete over brick masonry (with 4:1 cement mortar) platform covered with 4:1 sand-cement plaster with neat cement punning all complete as per direction & design supplied by the E.I.C.( Analysis Rate ) |
| 76 | Kilometer Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (ii) Ordinary kilometer stone (precast) |
| 77 | Printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to give an even shade as per drawings and Technical Specification Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 78 | 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 complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 79 | Supplying & fixing of Raised Pavement Markers / Road Studs / Cats Eye made of polycarbonate moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face which shall support a load of 13635 kg tested in accordance to ASTM D 4280 Type H and complying to clause no 804 of MoRT&H's specification for Road &Bridge Works (Fifth Rev.). Marker height shall not be less than 10 mm and shall not exceed 20 mm, width shall not exceed 130mm and with minimum reflective area of 13 sq.cm. on each side and slope to the base shall be 35 ± 5 degree. Fixing will be without nails but by using epoxy resin based adhesive as per manufacturer's recommendation including site clearance etc. and complete as directed by the Engineer in Charge .The contractor will have to provide a test certificate from a nreputable national/international laboratory conforming the above specifications. |
| 80 | VI. Lighting on Bridges Stand Alone Solar PV High Mast 10.50 m height with a)10.5 meter Original G.I. Pole with pulley/Metallic ladder for maintenance. b)6 x 200 Wp mono PERC PV Module c) 6 x 100 Ah 12.8V LITHIUM FERRO PHOSPHATE (LiFePO4) Battery d) 6 x 50 W LED Luminaries Details: i) Supply of GI pole (Hot Dip Galvanized) of 3 mm thickness with 100mm dia. 10.5 metre length Pole with base plate 400 mm X 400 mm X 300 mm with RCC foundation. ii) Supply of 200 Wp Poly / Mono crystalline module with IEC 61215, IEC 6173-1, 2 compliance with any ISI MNRE approved. iii) Supply of 18 W Luminaries, comprise of:-a) 50 W LED (Philips/osram/ equivalent reputed make with BIS certificate)b) Charge controller and it should have over charge protection, deep discharge protection, Battery reverse polarity protechtion, Load short circuit protection, Open circuit protechtion, Panel reverse polarity protection, Over temperature protection.c) Automatic dusk to drawn controlling system to monitor LED operation. iv) Supply of 12.8 V, 100 Ah LITHIUM FERRO PHOSPHATE (Life pO4) Battery having BIS certificate.The batteries should have higher life expectancy, longer cycle life, low discharge rate and fast charging facilities. Battery should provide 12 Hrs battery backup. The battery must be provided with GI out door type battery box. v)Supply of Cables and Wires a) DC Cable 4 sqmm - 25 M.b) Control Cable - LS. vi) Transportation, Installation & Commissioning. vii) Comprehensive maintenance for 05 years (Minimum 01 (One) visit Quarterly) |
| 81 | sanction analysis rate Stand Alone Solar PV Street Lighting System: Configuration: Stand Alone Solar PV Street Lighting System (18W LED Light) a) 6 meter G.I. Pole b) 1 x 100 Wp Si PV Module. c) 1 x 42 Ah 12.8V LITHIUM FERRO PHOSPHATE (LiFePO4) Battery d) 1 x 18 W LED Luminaries Details: i) Supply of GI pole (Hot Dip Galvanized) of 3 mm thickness with 100mm dia. 6.0 metre length Pole with base plate 200 mm X 200 mm X 10 mm with RCC foundation. ii) Supply of 100 Wp Poly / Mono crystalline module with IEC 61215, IEC 6173-1, 2 compliance with any ISI MNRE approved. iii) Supply of 18 W Luminaries, comprise of:-a) 18 W LED (Philips/osram/ equivalent reputed make with BIS certificate)b) Charge controller and it should have over charge protection, deep discharge protection, Battery reverse polarity protechtion, Load short circuit protection, Open circuit protechtion, Panel reverse polarity protection, Over temperature protection.c) Automatic dusk to drawn controlling system to monitor LED operation. iv) Supply of 12.8 V, 42 Ah LITHIUM FERRO PHOSPHATE (Life pO4) Battery having BIS certificate.The batteries should have higher life expectancy, longer cycle life, low discharge rate and fast charging facilities. Battery should provide 12 Hrs battery backup. The battery must be provided with GI out door type battery box. v)Supply of Cables and Wiresa) DC Cable 4 sqmm - 15 M.b) Control Cable - LS. vi) Transportation, Installation & Commissioning. vii) Comprehensive maintenance for 05 years (Minimum 01 (One) visit Quarterly) |
| 82 | C. PROTECTIVE WORKSPlain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications.A PCC Grade M20), I) Using concrete mixer |
| 83 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. |
| 84 | Providing and laying Pitching on slopes with Cement Concrete Blocks of size 0.3x0.3x0.3m cast in M15 grade concrete laid over prepared filter media including boulder apron laid dry in front of toe embankment complete as per drawing and technical specification. |
| 85 | Drum Sheet Walling 1.40m (av.) high on Sal-bullah /Eucalyptus bullah piling 10 cm dia. and 3.25m longdriven 1.75m (av.) below G.L. and 75cm centre tocentre including fitting fixing 3 nos. of half bullahpieces (from 10 cm dia) and drum(empty bitumen)sheet (approved condition) of height 1.5m , cuttingand straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessarynails, bolts, nuts etc. and providing 2 to 3m long halfbullah ties of 10cm dia. @ 2.25 m centre to centrefixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as perdirection |
| 86 | Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.(i) 100mm diameter |
| 87 | (ii) 125mm diameter |
| 88 | Labour for driving Sal-bullah / Eucalyptus bullah piles by monkey in sorts of soil including hoisting and placing piles in position, protecting the pile head with iron ring and cutting and shaping heads before and after driving and including hire and labour for necessary driving appliances and all tackles.(ii) 125 mm diameter |
| 89 | Labour for fitting and fixing 10 cm to 13 cm dia Sal-bullah / Eucalyptus-bullah as ties and runners including necessary nails bolts and nuts. |
| 90 | Coal tarring on wooden surfaces including cost of materials (b) Single coat Including |
| 91 | Supplying empty Cement bags in good condition.Including |
| 92 | Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete but excluding cost of sand and gunny bags. |
| 93 | Dressing and chilchalling Road flanks including cutting and filling with earth up to 150 mm average thickness finished with outward cross-grade of 1 in 30. |
| 94 | Turfing with Sods Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Clause 307 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 95 | Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips of 13.2mm down casting , curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white/tannery yellow and black to 90 cm length standing up above ground after mendinggood damages if any during striking off shuttering,making hole in ground of 47cm depth and30cm. minimum dia, fixing the guard posts in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at sitecomplete in all respect. With Pakur variety stone chips |
| 96 | Painting (one coat) to Guard post with 6 nos. of 16cm wide horizontal alternate band with white/Tannery yellow and black with best quality synthetic enamel paint of approved make and brand after fixing old existing guard post in correct position true to line and level with repacking the ground at base properly complete in all respect. |
| 97 | IV) BOX CULVERTExcavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means.a) upto 3 m depth (i) With pumping out water including shoringas required |
| 98 | b) 3 m to 6 m depth(i) With pumping out water including shoring as required |
| 99 | Earthwork in filling in foundation trenches withgood earth in layers not exceeding 15cm. including watering and ramming layer by layer complete withearth obtained from excavation of foundation or from fresh excavation of land arranged by Department within a lead of 150 m. |
| 100 | Supplying spreading and compacting silver sand to required thickness in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction including cost of silver sand lighting, guarding, barricading and making adequate earthen bundh where necessary, with water as per direction, mending cracks and depressions by ramming wherever necessary. |
| 101 | Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. M 15 Concrete |
| 102 | Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) where staging is not required |
| 103 | Pumping out water from ponds or tanks |
| 104 | Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, zfine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. (E) RCC Grade M25 |
| 105 | Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal ofloose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications and direction of Engineer-in-charge. |
| 106 | Providing and laying Cement concrete Wearing coat M-30 grade with graded stone chips 19mm down including screening and cleaning approved stone chips and sand as necessary laying, finishing complete to camber and grade, curing with water, including cost and carriage of all materials and hire charges for form work including reinforcement complete as per drawing and Technical Specifications vide clause no. 2702 of MoRT&H’s Specification for Road & Bridge Works. |
| 107 | Filler joint (ii) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification |
| 108 | (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight |
| 109 | Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. |
| 110 | Providing and laying of Filter media with granular materials/stone crushed aggregates/brick aggregates /river bed materials satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and technical specification. |
| 111 | Add 18% for GST |
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AI Tender Summary
Tender Timeline
Jul 17, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 07, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 15 daysAug 10, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 18 daysTender Documents
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