Tender For Ramnagar Bazarshaw Chowrigachha Khargraghat Road From 0.00 Kmp To 28.396 Km, Strengthening Work Under Murshidabad Highway Division Ii In The District Of Murshidabad (2Nd Call).
Tender Value
53.75 Crore
Estimated cost
Bid Submission
18 Nov 2026
5 days left
EMD
1.07 Crore
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
Medinipur East → West Bengal
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Ramnagar Bazarshaw Chowrigachha Khargraghat Road From 0.00 Kmp To 28.396 Km, Strengthening Work Under Murshidabad Highway Division Ii In The District Of Murshidabad (2Nd Call).
BOQ
| Sl. No. | Item Description |
| 1 | Part-A: ROAD WORKS |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth upto 300 mm removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000metresincluding removal and disposal of top organic soil not exceeding 150mmin thickness. (Reference to MoRT&H's specification clause 201)By Mechanical MeansIn area of light jungle |
| 3 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed . By mechanical means From 50 mm to 100 mm thick. mechanical means (without milling machine) |
| 4 | Cold Milling of Bituminous Pavement surface upto the required depth by mechanical means using milling machine, without disturbing the under lying layers, to proper line and level, cleaning the surface properly after milling and removing the loose materials, stacking the milled materials for re-use, necessary guarding, barricading & lighting, including hire charges of machinery, cost of fuel and labour and other incidental charges all complete and as per direction of Engineer-in-Charge. For depth upto 100mm |
| 5 | Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials For average depth above 75 mm but notexceeding 150 mm by manual means stone metal surface. |
| 6 | Labour for picking up existing metalled road surface to a specified average depth, including screening and stacking the pavement materials For average depth above 75 mm but not exceeding 150 mm by manual means Brick/Jhama metal surface. |
| 7 | Supplying, spreading and consolidating an uniform and homogeneous mixture of Stone Dust and Sand (mixed in proportion of 3 : 1 by volume and by any approved method as per direction of Engineer-inCharge) to the required thickness in layers at 97% Proctor Density (not less than 1.7 gm/cc) with power roller to proper gradient and camber, including watering as necessary, 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 complete as per Specification including all incidental charges of roller, cost of fuel & lubricants. |
| 8 | Granular Sub-Base with Graded Material Plant Mix MethodConstruction of granular sub-base by providing graded material such asnatural sand/crushed gravel/crushed stone/combination depending uponthe required grading spreading inuniform layers with motor grader onprepared surface, mixing byappropriate mechanical mixure (withcontrolled addition of water), and compacting with vibratory roller toachieve at least 98% of the maximumdry density for the material determined as per IS:2720 (Part 8),complete as per clause 401. Granular Sub-base (Grading - II) with Rampurhat variety stone material.(Payment will be made on the basis of finished compacted volume) |
| 9 | Granular Sub-Base with Graded Material Plant Mix MethodConstruction of granular sub-base by providing graded material such asnatural sand/crushed gravel/crushedstone/combination depending uponthe required grading spreading inuniform layers with motor grader onprepared surface, mixing byappropriate mechanical mixure (withcontrolled addition of water), and compacting with vibratory roller toachieve at least 98% of the maximumdry density for the materialdetermined as per IS:2720 (Part 8),complete as per clause 401.Granular Sub-base (Grading - V) with Rampurhat variety stone material.(Payment will be made on the basis of finished compacted volume) |
| 10 | Granular Sub-Base with Graded Material Plant Mix MethodConstruction of granular sub-base by providing graded material such as natural sand/ crushed gravel/ crushed stone/ combination depending uponthe required grading spreading inuniform layers with motor grader onprepared surface, mixing byappropriate mechanical mixure (withcontrolled addition of water), and compacting with vibratory roller toachieve at least 98% of the maximumdry density for the materialdetermined as per IS:2720 (Part 8),complete as per clause 401Granular Sub-base (Grading - III) with Rampurhat variety stone material.(Payment will be made on the basis of finished compacted volume) |
| 11 | Providing, laying, spreading and compacting graded stone aggregate conforming to the grading of table 400- 13 revised vide table 2 of IRC : 109 (2015) to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density .The thickness of a single compacted layer shall not be less than 75 mm.(Reference to MoRT&H'sspecification 406.Using Rampurhat variety stone aggregates.(Payment will be made on the basis of finished compacted volume) |
| 12 | Providing and applying primer coat with cationic bitumen emulsion CSS-1 grade conforming to IS:8887 on prepared porous granular surface including clearing of road surface and spraying primer using mechanical means (Reference to MORT&H's specification clause 502)On WMM/WBM surface[By using Cationic Bitumen Emulsion CSS-I Type (Bulk) @ 0.85 kg/m2](Payment will be made on the basis of finished surface area) . |
| 13 | Providing and applying tack coat with Cationic bitumen emulsion (RS1) complyingwith IS:8887using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503).On Granular surface treated with primer[By using Cationic Bitumen Emulsion RS-I Type (Bulk) @ 0.275 kg/m2](Payment will be made on the basis of finished surface area) . |
| 14 | Providing and applying tack coat with Cationic bitumen emulsion (RS1) complyingwith IS:8887using emulsion pressure distributor on the prepared bituminous/granular /cement concrete pavement surface cleaned with mechanical broom and high pressure air jet (Reference to MORT&H's specification clause 503).On Bituminous surface [By using Cationic Bitumen Emulsion RS-I Type (Bulk) @ 0.25 kg/m2](Payment will be made on the basis of finished surface area) . |
| 15 | Dense Graded Bituminous MacadamProviding and laying dense graded bituminous macadam with 100-120 TPH batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder of approved grade @ 4.0% (min) for Grading -1 and 4.5% (min) for Grading -2 by weight of total mix and filler(Cement /hydrated lime / Rock dust ) as per table 500-10 and mix design done as per table 500- 11and job mix formula as per clause 505.3.3 transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C, and to achieve the desired compaction as per MORT&H specification clause No. 505.3.5 complete in all respects (Reference to MORT&H's specification clause 505).For Grading 2 (26.5 mm nominal maximumaggregate size ), 50-75 mm compacted thicknessUsing Rampurhat variety stone material, hydrated lime and bituminous binder (VG-40 bulk @ 104.00kg./ m3)Using Batch Type HMP of minimum capacity 100-120 TPH.(Payment will be made on the basis of finished compacted volume) |
| 16 | Bituminous ConcreteProviding and laying bituminous concrete with 100-120 TPH batch type hot mix plant using crushed aggregates (Pakur variety) of specified grading, premixed with bituminous binder of approved grade@ 5.2% (min) for Gr.-1 & @ 5.4% (min) for Gr.-2 , as per table 500-17, and mix design done as per table 500-10 and job mix formula as per cl. 505.3.3 and filler(Cement /hydrated lime / Rock dust ), transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory tandem roller and with pneumatic tyre roller of 12 to 15 tonne weight with a pressure at least 0.56 MPa as directed by E-I-C to achieve the desired compaction as per clause no 507.3.5 complete in all respects ref. to MORTH specification clause No.507.For Grading 2( 13.2 mm nominal maximum aggregate size), Layer thickness: 30-40mm compacted thickness.Using Rampurhat variety stone material, hydrated lime and bituminous binder (VG-40 bulk @ 127.0kg./ m3) Using Batch Type HMP of minimum capacity 100-120 TPH.(Payment will be made on the basis of finished compacted volume) |
| 17 | Concrete Block PavementSupplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-CType - I (120 mm thickness) inter locking system |
| 18 | Plain/Reinforced cement concrete in open foundation complete all including formwork, vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200). PCC Grade M30Using Concrete Mixer |
| 19 | Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including reening of metals etc. as necessary, hand packing,sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).using Jhama Metal & Moorum screening(Payment will be made on the basis of finished compacted volume) |
| 20 | 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). (By Using Salvage Materials) |
| 21 | Construction of Embankment with Material Deposited from Roadway Cutting. Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 for Rural Roads of MORD including carriage of material for a distance of 1 km. |
| 22 | Construction of embankment with approved material obtained from borrow pits(land owned and arranged by DEPARTMENT) 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. |
| 23 | Construction of Embankment with Material Obtained from Borrow PitsConstruction of embankment with approved material obtained from borrow pits( land owned/arranged by the Agency with Royalty ) 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. (Mode of measurement: pre works and post works).(Carriage earth by mechanical transport up to 2 km beyond initial lead of 1km)Note: During initial payment, a sum of Rs 29.00/ m3 & Rs 5.30/m3 (both with out GST & LW Cess) of equivalent volume of borrowpit of earth is to be dudcted from the bill as Royalty & Cesses charges, which will be paid seperately on production of Royalty clearance cerificate from the competent authority. |
| 24 | Part-B: ROAD FURNITURE & TRAFFIC SAFETY |
| 25 | 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.(Reference to MORT&H'sspecification 803). |
| 26 | 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 compling to Specifications of Category A of MoR&TH Circular No. RW/NH/33023/10-97 - DO III Dt. 11.06.1997 & 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 sqcm 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 clearence etc and complete as directed by the Engineer in Charge. The contractor will have to provide a test certificate from a reputable national/international laboratory comforming the above specifications. |
| 27 | 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 and 30cm. 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 site complete in all respect. |
| 28 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printingetc(ReferencetoMORT&H's specification 805).5th Kilometre stone (Precast) |
| 29 | Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printingetc(ReferencetoMORT&H's specification 805)Ordinary Kilometer Stone (precast) |
| 30 | Providing and fixing of retroreflectorised cautionary,mandatory and informatory sign as per IRC:67made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick, when signswith maximum side dimensions do not exceed 600 mm, or with aluminium sheeting 2.0 mm thick when signs with maximum sidedimensions exceeds 600 mm, supportedon 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 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing (Reference to MORT&H's specification 801)90 cm equilateral triangle |
| 31 | Providing and fixing of retroreflectorised cautionary,mandatory and informatory sign as per IRC:67made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick, when signswith maximum side dimensions do not exceed 600 mm, or with aluminium sheeting 2.0 mm thick when signs with maximum sidedimensions exceeds 600 mm, supportedon 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 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing (Reference to MORT&H's specification 801)60 cm circular |
| 32 | Providing and fixing of retroreflectorised cautionary,mandatory and informatory sign as per IRC:67made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick, when signswith maximum side dimensions do not exceed 600 mm, or with aluminium sheeting 2.0 mm thick when signs with maximum sidedimensions exceeds 600 mm, supportedon 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 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing (Reference to MORT&H's specification 801)80 cm x 60 cm rectangular |
| 33 | Providing and fixing of retroreflectorised cautionary,mandatory and informatory sign as per IRC:67made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5mm thick, when signswith maximum side dimensions do not exceed 600 mm, or with aluminium sheeting 2.0 mm thick when signs with maximum sidedimensions exceeds 600 mm, supportedon 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 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing (Reference to MORT&H's specification 801)90 cm high octagon |
| 34 | Direction and Place Identification Signs upto 0.9 sqm Size Board: Providing and erecting direction and place identification retroreflectorised 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 y 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. (Reference to MORT&H specification 801) |
| 35 | Direction and Place Identification Signs with size more than 0.9 sqm size Board.Providing and erecting direction and place identification retroreflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing.(Reference to MORT&H specification 801). |
| 36 | Supplying & fixing of Hazard Markers of size : 30cm X 90 cm as per IRC :79-1981 ( The above is inclusive of vertical post) . |
| 37 | Painting two coats, after filling the surface & applying a sealing primer, with synthetic enamel paint in all shades on new plastered concrete surfaces as per MORT7H's specification 803.6.2.(Reference to MORT&H's specification 803). |
| 38 | Granular Sub-Base with Graded Material Plant Mix MethodConstruction of granular sub-base by providing graded material such as natural sand/crushed gravel/crushedstone/combination depending uponthe required grading spreading inuniform layers with motor grader onprepared surface, mixing byappropriate mechanical mixure (withcontrolled addition of water), and compacting with vibratory roller toachieve at least 98% of the maximumdry density for the materialdetermined as per IS:2720 (Part 8),complete as per clause 401.Granular Sub-base (Grading - V) with Rampurhat variety stone material.(Payment will be made on the basis of finished compacted volume) |
| 39 | Providing 1.20 m high fencing with angle iron posts 50 mm x 50 mm x 6 mm at 3 m centre to centre with 0.40 m embeded in M15 grade Cement Concrete, corner, end and every 10th post to be strutted , provided with welded steel wire fabric of 75 mm x 50 mm mesh or 75 mm x 25 mm mesh and fixed to iron posts by flat iron 50 x 5mm and bolts etc. complete in all respects. |
| 40 | Concrete Block PavementSupplying and Laying in the particular pattern of cement concrete block pavements with BIS certification and spacer nib of size and shape with aspect ratio as per IS 15658 with cement concrete grade not less than M40 on the prepared base course of specified CBR as mentioned in design and drawing with a cushion of bedding sand of 30 to 50 mm thick (grading of the bedding sand as per clause 6.5.1 of IRC SP-63) and filling up the gaps between two paver block with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2) complete as per IRC SP - 63 with proper confinement of bedding and joint filling sand, compaction,levelling and filling up of the edge gaps with mortar. Type I, II,III, IV should be as per design requeirment or instruction of E-I-C.Type - IV (60 mm thickness) inter locking system |
| 41 | Plain/Reinforced cement concrete inopen foundation complete all including formwork, vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and TechnicalSpecifications (Reference toMORT&H's specifications 1500, 1700 & 2200). PCC Grade M20 |
| 42 | Fine Sand Filling in Foundation Trenches with good local sand free from earthnot exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304).(Payment will be made on the basis of finished compacted volume) |
| 43 | 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 Depth upto 150 mm |
| 44 | 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 For each additional depth of 150mm and part thereof |
| 45 | Part-C: CROSS DRAINAGE WORK |
| 46 | Hume Pipe Culvert(1000mm dia):Dismantling of StructuresDismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres (Reference to MORT&H's specification clause 202) (By Mechanical Means )Cement Concrete Grade M-15 & M-20 |
| 47 | Removing all types of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works.Upto 600mm dia |
| 48 | Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work (Reference to MoRT&H's specification clause 304). Ordinary soilMechanical Means(Depth upto 3 m) |
| 49 | Fine Sand Filling in Foundation Trencheswith good local sand free from earthnot exceeding 150 mm compacted thickness including inundating each layer by profuse water and porking and rammimg layer by layer. Quality of sand is to be approved by the Engineer-in-charge.(Reference to MORT&H's specification 304).(Payment will be made on the basis of finished compacted volume) |
| 50 | Plain/Reinforced cement concrete in open foundation complete all including formwork, vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).PCC Grade M 20 |
| 51 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC/PVC/HDPC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 2706 & 2200). |
| 52 | Laying Reinforced cement concrete pipe NP4/prestressed 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 as per the requirements of MORT&H's specification 2900.1000 mm dia |
| 53 | Part-D : SURFACE DRAIN |
| 54 | Excavation for StructuresEarth work in excavation of foundation of structures as per drawing and technical specification, including settingout, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom,backfilling the excavation earth to the extent required and utilising the remaining earth locally for roadwork (Reference toMoRT&H's specification clause 304). By Mechanical Means (Depth upto 3 m) |
| 55 | Fine Sand Filling in Foundation Trenches with good local sand free from earth not exceeding 150 mm compacted thickness including inundating each layer by profusewater and porking and rammimg layerby layer.Quality of sand is to be approved by the Engineer-in-charge. (Reference to MORT &H's specification 304).(Payment will be made on the basis of finished compacted volume) |
| 56 | Plain/Reinforced cement concrete in open foundation complete all including formwork, vibrating and compacting, finishing, curing, sampling, testing etc. as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).PCC Grade M 20 |
| 57 | Part E: PROTECTIVE WORK(UC Bullah) |
| 58 | Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.150 mm diameter (Diameter of pile to be measured at a distance of 1.5m from the thicker) |
| 59 | Supplying Eucalyptus-bullah piles at work site, including dressing and making one end pointed.125 mm diameter for tie and runner(Diameter of pile to be measured at a distance of 1.5m from the thicker) |
| 60 | 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 abour for necessary driving appliances and all tackles.150 mm diameter |
| 61 | Coal tarring on wooden surfaces including cost of materialsSingle coat |
| 62 | Labour for fitting and fixing 10 cm. to 13 cm.diameter Sal-bullah/Eucalyptus-bullah as ties and runners including necessary nails, bolts and nuts |
| 63 | Supplying of empty Cement bags in good condition and labour for filling empty Cement bags with dry earth (land own/ arrange by the Agency), stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete including cost of earth and empty Cement bags all complete in all respect as per direction of Engineer-in-Charge.Note: For equivalant volume of borrowpit earth (land own/ arrange by the Agency) which will filled in empty cement bags, the Royalty as applicable will be deducted from Agency's bill if not produce Royalty clearance certificate from the competent authority. |
| 64 | Sub Total |
| 65 | Add GST @ 18% on total amount over item No. 1 to 58 Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 15, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 18, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 7 daysTender Documents
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