Tender For Majhergram - Malamba Road, 0.00 Km To 10.60 Km, Widening And Strengthening Work Including Construction Of 5 (Five) Numbers C.D. Structures Under Burdwan South Highway Division In The District Of Purba Bardhaman (2Nd Call).
Tender Value
26.88 Crore
Estimated cost
Bid Submission
18 Nov 2026
31 days left
EMD
53.77 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
Purba Bardhaman → West Bengal
EMD Exemption
Available
Quantity
Not Available
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Address
Project Description
Tender for Majhergram - Malamba Road, 0.00 Km To 10.60 Km, Widening And Strengthening Work Including Construction Of 5 (Five) Numbers C.D. Structures Under Burdwan South Highway Division In The District Of Purba Bardhaman (2Nd Call).
BOQ
| Sl. No. | Item Description |
| 1 | PART- A: Road WORKS:- |
| 2 | (i) IMPROVEMENT OF HARD CRUST : |
| 3 | Dismantling of Flexible PavementsDismantling of flexible pavements and disposal of dismantled aterials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately (Reference to MoRT&H's specification clause 202)By Mechanical MeansBituminous course |
| 4 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal upto 1000 metres. Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m (Reference to MoRT&H's specification clause 301 in 5th Revision). |
| 5 | Medium Sand Filling in Foundation Trenches with good local sand free from earth not 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) |
| 6 | Granular Sub-Base with Graded MaterialPlant Mix MethodConstruction of granular sub-base byproviding graded material such as natural sand/crushed gravel/crushedstone/combination depending uponthe required grading spreading inuniform layers with motor grader on prepared surface, mixing by appropriate mechanical mixure (with controlled addition of water), and compacting with vibratory roller toachieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8),complete as per clause 401Granular Sub-base (Grading - II) with Pakur variety stone material.(Payment will be made on the basis of finished compacted volume) |
| 7 | Granular Sub-Base with Graded MaterialPlant Mix MethodConstruction of granular sub-base byproviding graded material such as natural sand/crushed gravel/crushedstone/combination depending uponthe required grading spreading inuniform layers with motor grader on prepared surface, mixing by appropriate mechanical mixure (with controlled addition of water), and compacting with vibratory roller toachieve at least 98% of the maximum dry density for the material determined as per IS:2720 (Part 8),complete as per clause 401Granular Sub-base (Grading - III) with Pakur variety stone material.(Payment will be made on the basis of finished compacted volume) |
| 8 | Wet Mix MacadamProviding, 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's specification 406. Using Pakur variety stone material.(Payment will be made on the basis of finished compacted volume) |
| 9 | Prime Coat Providing and applying primer coat with cationic bitumen emulsion SS1 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).For WBM / WMM Surface: [with Cationic Bitumen Emulsion (Bulk) CSS-1 Type @ 0.85 kg/ sqm](Payment will be made on the basis of finished surface area) |
| 10 | Tack Coat Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using 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-1 Type (Bulk) @ 0.275 kg/m2](Payment will be made on the basis of finished surface area) |
| 11 | Tack Coat Providing and applying tack coat with Cationic bitumen emulsion (RS1) complying with IS:8887 using 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-1 Type (Bulk) @ 0.25 kg/m2](Payment will be made on the basis of finished surface area) |
| 12 | Dense Graded Bituminous Macadam Providing 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, vibratorytandem 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 Pakur 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) |
| 13 | Bituminous Concrete Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binderof 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 pneumatictyre 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: 30-40 mm compacted thickUsing Pakur 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) |
| 14 | Supplying 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 (120 mm thickness) inter locking system (should be as per design requeirment or instruction of E-I-C.) |
| 15 | Plain 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 M30, With Pakur variety stone chipsUsing concrete Mixer |
| 16 | Construction of Embankment with Material Deposited from Roadway CuttingConstruction 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 table 300-2 & 300-1.The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305).[Note: In case the earth cutting is done by dozer and pushed for filling in the embankment, the input of dozer in the cost of embankment i.e. ₹ 39.63/m3 (excluding overhead, Contractor profit & L.W. cess) shall be deducted from the Estimated Rate as the same is already provided in the cost of excavation. However, if the earth is dumped by tippers from roadway cutting, the input of dozer for spreading is required to be provided.] |
| 17 | (ii) SHOULDERING WORK : |
| 18 | Water Bound Macadam (with Sulvage materials)Providing, laying, spreading and compacting stone aggregates (Picked up materials) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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 and compacting to the required density (Reference to MoRT&H's specification 404).By Manual MeansUsing Sulvage materials(Payment will be made on the basis of finished compacted volume) |
| 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 screening 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). (Rate is including 1% Cess)(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :(Payment will be made on the basis of finished compacted volume) |
| 20 | PART- B: CROSS DRAINAGE WORK & DIVERSION OF ROAD:- |
| 21 | (i) SINGLE CELL (2x2)RCC BOX CULVERT (5 Nos.): |
| 22 | Removing all types of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works. (Rate is including 1% Cess) Above 600 mm to 900 mm dia Hume pipe. |
| 23 | 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) Dismantling Brick / Tile work with cement mortar |
| 24 | 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 Prestressed / reinforced cementconcrete grade M-20 & above |
| 25 | 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 and backfilling with approved material(Reference to MORT&H's specification 304).In Marshy Soil, by Mechanical Means. Depth upto 3 m. Including shoring & dewatering. |
| 26 | Fine Sand Filling in Foundation Trenches with good local sand free from earth not 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) |
| 27 | PCC 1:3:6 in Foundation: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100).Using Pakur variety stone chips |
| 28 | 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 M15, With Pakur variety stone chips |
| 29 | Curtain wall ( Rigid flooring enclosed by curtain wall with min depth below floor level of 2 m on u/s side and 2.50 m on d/s side) complete as per drawing and Technical specification (Reference to MORT&H's specification 2507.1). Cement concrete Grade M15. With Pakur variety stone chips |
| 30 | 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).RCC Grade M25, With Pakur variety stone chipsusing concrete mixer |
| 31 | Reinforced cement concrete in sub-structure complete all including formwork, vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).RCC Grade M25, With Pakur variety stone chips, Height upto 5mUsing Concrete Mixer |
| 32 | Plain/Reinforced cement concrete in sub-structure complete all including formwork, vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).PCC Grade M20, With Pakur variety stone chips, Height upto 5m, Using concrete mixer |
| 33 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in foundation complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). |
| 34 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). |
| 35 | Flexible Apron : (Shall be provided beyond curtain walls for a min distance of 3m on u/s and 6m on d/s side ) Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall, including trimming & preparation of bed (Reference to MORT&H's specification 2507.2).[ Using Pakur variety of 1.00 cu.m. of stone Boulder (weighing not less than 40 kg) & 0.20 cu.m of stone spalls (37.50 mm Stone chips) for per cum of volume.] |
| 36 | Painting Two Coats on New Concrete Surfaces: 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). |
| 37 | Construction of precast RCC railing of M30 Grade, aggregate size not exceeding 12 mm, 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 mm, leaving adequate space between vertical post for expansion, with a minimum 10 days curing complete as per approved drawings and technical specifications (Reference to MORT&H's specifications 2703, 1500, 1600 & 1700).RCC railing of M30 Grade, Uing Pakur variety stone chips and 50.05 kg HYSD Bar ( for per running meter length), including formwork for casting, handling & fixing of precast panels in positionsetc. complete. |
| 38 | 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). |
| 39 | Drainage Spouts not less than 100 mm dia of corrosive resistance material ,spacing not exceeding 10 m. complete as per drawing and Technical specification (Reference to MORT&H's specification 2705). |
| 40 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Gradation of filter , Thickness of filter 200/300 mm (Reference to MORT&H's specification 2504).[Using 0.72 cu.m. of 26.5 mm Pakur variety stone chips & 0.48 cu.m of coarse sand for per cum of volume.] |
| 41 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Reference to MORT&H's specification 2504).Using Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15 (withPakur variety stone chips).[Cost for nominal surface reinforcement & filling of granular material in recesses between blocks are included] |
| 42 | (ii) DIVERSION OF ROAD : |
| 43 | Construction of embankment with approved material obtained from borrow pits (land owned/arranged by the Agency with Royalty) with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 & 300-1 .The size course material in the mix of earth ordinarily shall not be exceed 75mm.(Reference to MoRT&H's specification clause 305). Cost of compensation for Earth material & its carriage from private land at 5km distance have been included in the rate.[Note: Royalty as appicable will be deducted from Agency's bill if not produce Royalty clearance certificate from the competent authority.] |
| 44 | 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 screening 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). (Rate is including 1% Cess)(i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :(Payment will be made on the basis of finished compacted volume) |
| 45 | Water Bound Macadam (with Sulvage materials)Providing, laying, spreading and compacting stone aggregates (Picked up materials) of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ 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 and compacting to the required density (Reference to MoRT&H's specification 404).By Manual MeansUsing Sulvage materials(Payment will be made on the basis of finished compacted volume) |
| 46 | PART C: ROAD FURNITURE & ROAD SAFETY WORK :- |
| 47 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous SurfaceProviding and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms. Per Sq.m. 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's specification 803 in 5th Revision). |
| 48 | Road Distance IndicatorReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (Reference to MORT&H's specification 805).Ordinary Kilometre stone |
| 49 | Road Distance IndicatorReinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc (Reference to MORT&H's specification 805).5th Kilometre stone |
| 50 | R.C. Guard postSupplying 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. With Pakur variety stone chips |
| 51 | Type - A, \\"W\\" : Metal Beam Crash BarrierProviding and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811 (Reference to MORT&H's specification 811). |
| 52 | 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. |
| 53 | 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). |
| 54 | Direction and Place Identification Signs with size more than 0.9 sqm size Board. Providing and erecting direction and place identification retro- reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause801.3, 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 concrete 45 cm x 45 cm 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). |
| 55 | Retro-Reflectorised Traffic Signs :Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801).90 cm equilateral triangle |
| 56 | Retro-Reflectorised Traffic Signs :Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801).60 cm circular |
| 57 | Retro-Reflectorised Traffic Signs :Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801).80cm x 60cm rectangular |
| 58 | Retro-Reflectorised Traffic Signs :Providing and fixing of retroreflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick,when signs with maximum side dimensions do not exceed 600mm, or with aluminium sheeting 2.0mm thick when signs with maximum side dimensions exceeds 600mm, supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing (Reference to MORT&H's specification 801).90 cm high octagon |
| 59 | PART D: SURFACE DRAIN :- |
| 60 | Excavation for Structures Earth 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 and backfilling with approved material (Reference to MORT&H's specification 304). (Rate is including 1% Cess)In Ordinary Soil, by Manual means. Depth upto 3 m. including shoring. |
| 61 | Fine Sand Filling in Foundation Trenches with good local sand free from earth not 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) |
| 62 | 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 M20, With Pakur variety stone chips |
| 63 | Reinforced cement concrete in sub-structure complete all including formwork, vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).RCC Grade M25, With Pakur variety stone chips, Height upto 5mUsing Concrete Mixer |
| 64 | Supplying, binding, fixing etc. including initial straightening, cutting to requisite length, hooking and bending to correct shape, placing in proper position of uncoated HYSD reinforcement bar in sub-structure complete as per drawing and Technical Specifications (Reference to MORT&H's specifications 1600 & 2200). |
| 65 | PART- E: PROTECTIVE WORKS :- |
| 66 | (i)SAUSAGE WITH BOULDER:- |
| 67 | Excavation for Structures Earth 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 and backfilling with approved material (Reference to MORT&H's specification 304). (Rate is including 1% Cess)In Ordinary Soil, by Manual means. Depth upto 3 m. including shoring. |
| 68 | Boulder Apron Laid in Wire CratesProviding and laying of boulder apron laid in wire crates made with 4mm dia wire dia not less than 4mm GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh Mesh size not more than 150mm (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each ( Tensile strength 300-450mpa, size of wire crates 3.0mx1.50mx1.25 m) (Reference to MORT&H's specification 2503). Using Pakur variety of 1.00 cu.m. of stone Boulder (weighing not less than 40 kg) & 0.20 cu.m of stone spalls (26.50 mm Stone chips) for per cum of volume.] |
| 69 | Plain/Reinforced cement concrete in sub-structure complete all including formwork, vibrating and compacting, finishing, curing, sampling, testing etc. by mechanically mixed as per drawing and Technical Specifications (Reference to MORT&H's specifications 1500, 1700 & 2200).PCC Grade M20, With Pakur variety stone chips, Height upto 5m, Using concrete mixer |
| 70 | (ii) TOE WALL:- |
| 71 | Excavation for Structures Earth 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 and backfilling with approved material (Reference to MORT&H's specification 304). In Ordinary Soil, by Manual means. Depth upto 3 m. Including shoring & dewatering. |
| 72 | PCC 1:3:6 in Foundation: Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days (Reference to MORT&H's specification 2100).Using Pakur variety stone chips |
| 73 | 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 M20, With Pakur variety stone chips |
| 74 | 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). |
| 75 | Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications (Reference to MORT&H's specification 2504).Using Cement Concrete Blocks of size 0.3x0.3 x0.3 m cast in cement concrete of Grade M15 (withPakur variety stone chips).[Cost for nominal surface reinforcement & filling of granular material in recesses between blocks are included] |
| 76 | Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification Gradation of filter , Thickness of filter 200/300 mm (Reference to MORT&H's specification 2504).[Using 0.72 cu.m. of 26.5 mm Pakur variety stone chips & 0.48 cu.m of coarse sand for per cum of volume.] |
| 77 | (iii) Eucalyuptus Bullah Pilling |
| 78 | Protection of embankment by closely driven 150 mm diameter Eucalyptus Bullah each of 4500 mm total length, driven 2700 mm into the ground or bed of pond / water body in standing water condition 3.50m away from nearest edge of black top @ 400 mm center to center with 1800 mm exposed height of each bullah including fittings of three numbers 100 mm diameter half spited eucalyptus bullah Runner fitted & fixed two on top of each face of closed bullah walling and one on middle height of it, along full length of the wall including 100 mm diameter,1350 mm long eucalyptus bullah Tie fitted @ 2000 mm center to center with Tie-Post anchoring by driving 100 mm diameter ,1350 mm long eucalyptus bullah Tie-Post ,driven 1150 mm into ground on the road side @ 2000mm center to center,2 (Two) coat coal tarring on Eucalyptus bullah used and walling by earth filled gunny bag (@ 64 nos. bags per running meter length of protection line) by the side of the bullah walling after just after proper ‘bench-cutting’ of the existing embankment profile for proper placement of earth and to achieve finished earth filled slope as per directions including the cost of empty gunny bags, filling earth @ 0.028m3/bag, including supplying eucalyptus bullah, coal-tar, nails, bolts, empty gunny bags etc. and labour charges for cutting, splitting bullah, coal tarring to each bullah, driving charges for driving bullah into ground / bed of pond in standing water condition, fitting fixing charges for filling up of gunny bags and stitching & placing earth filled bag to the desire location after proper bench cutting of the embankment portion all complete in all respect as per drawing and direction of Engineer-in-Charge. (Diameter of pile to be measured at a distance of 1.5m from the thicker end and Payment will be made on finished length of walling complete as per specification & direction of Engineer-in-Charge.) |
| 79 | Sub Total |
| 80 | Add GST @ 18% on total amount over item No. 1 to 9.01 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 · 31 daysNov 20, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 33 daysTender Documents
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