Public Works Department Tender

Calculate bid estimation of WB PWD Tender

BOQ Items

ItemQuantityUnitsRateAmount
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(A) FLEXIBLE PAVEMENT Clearing 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. By Mechanical Means. In area of non-thorny jungle.
10hectare-23363
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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.
29307.15sqm-7.5
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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.
10125sqm-19
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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. (Mode of measurement: pre works and post works)
86830.38cum-85.6
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits (Land arranged by the contractor) 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 2000 m (by Mechanical Transport) as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) Royalty charge on earth @ Rs. 29.00/m3 & cesses charges @ 5.30 /m3 as per Govt. notification has been included in the rate which will be paid on production of necessary documents in support of payments made towards the royalties and cesses.
202604.21cum-249.1
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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. Depth above 150mm and upto 300 mm.
90698.4sqm-33.4
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Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Mix in Place Method . Using Pakur variety stone materials & Fine Sand. Grade -III (When the width of laying is not adequate for mechanical operation or in case of small sized jobs, suitable mixing and spreading equipment capable of mixing the material to the desired degree and spreading -the mixed materials uniformly according to required line and level to the satisfaction of E-in-C may be approved by the Engineer-in-charge, but the rate of the item has been reduced by Rs 30.00/cum.)
5917.28cum-1916.61
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Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). By Mix in Place Method . Using Pakur variety stone materials & Fine Sand. Grade - V (When the width of laying is not adequate for mechanical operation or in case of small sized jobs, suitable mixing and spreading equipment capable of mixing the material to the desired degree and spreading -the mixed materials uniformly according to required line and level to the satisfaction of E-in-C may be approved by the Engineer-in-charge, but the rate of the item has been reduced by Rs 30.00/cum.)
4551.75cum-1986.58
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Providing, laying, spreading and compacting Pakur 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). By Manual means with stack measurements. For 1 m3 of compacted volume using 1.21 m3 of Grading-II Pakur Stone Aggregate (53 mm to 22.4 mm) and 0.24 m³ of Pakur Stone Screening Type B (11.2 mm).
17931.44cum-2716.05
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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). For WBM / WMM Surface: (with S.S. Grade Bitumen Emulsion, [ BULK ] primer @ 0.85 kg/sqm)
85029.75sqm-35.75
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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). On Granular Surface treated with primer [Using Bitumen Emulsion R.S. Grade (BULK ) @ 0.275 kg per sqm.]
85029.75sqm-11.05
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Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading , filler (cement / hydrated lime / Rock dust) 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 as per Table 500-10 and mix design done as per table 500-11 and Job Mix Formula as per clause 505.3.3 of MoRT&H (5th Revision), including screening, cleaning of chips, transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified in table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa , to achieve the desired density as per clause 505.3.5 all including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control complete as per clause 505 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading - 1 : (37.5 mm nominal size), 75mm compacted Thick Using Batch Type HMP of minimum capacity 100-120 TPH. Using Pakur Variety Stone Aggregates and V.G-40 (Bulk) Grade Bitumen.
6377.23cum-7621.43
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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). On Bituminous Surface [Using Bitumen Emulsion R.S. Grade ( BULK ) @ 0.25 kg per sqm.]
85152.15sqm-10.16
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Providing and laying bituminous concrete with Hot Mix Plant using crushed aggregates, filler materials (cement / hydrated lime / Rock dust) and premixed with bituminous binder of specified grading @ 5.2% (min) for Grading –1 and @ 5.4% (min) for Grading –2 as per table 500-17 and mix design done as per table 500-10 and Job Mix Formula as per clause 505.3.3 of MoRT&H (5th Revision), including screening, cleaning of chips and preparing a uniformed and quality mix , transporting the hot mix to work site, laying the mixed materials at specified laying temperature, as specified in table 500-2 with a hydrostatic paver finisher with sensor control to the required grade, level and alignment over prepared surface coated with tack coat, rolling with smooth wheeled and vibratory or tandem rollers or with a pneumatic tyre roller of 12 to 15 tonne weight with a tyre pressure of at least 0.56 MPa , to achieve the desired density as per clause 505.3.5 , including cost and carriage of bitumen, crushed aggregates, filler materials and hire charges of machinery and equipment for construction and quality control, complete as per clause 507 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). For Grading - 2 : (10 mm nominal size). 30mm compacted thick Using Batch Type HMP of minimum capacity 100-120 TPH. Using Pakur Variety Stone Aggregates and V.G-40 (Bulk) Grade Bitumen.
2554.16cum-8873.35
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Water Bound Macadam Sub Base by consolidating Jhama metal 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). For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening. Using 1.09 m3 of jhama metal and 0.26 m3 of moorum screening per m3 of compacted volume.
5952.08cum-2401.63
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Supplying, spreading and consolidating Stone Dust to a depth of 150 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.(The payment is to be made on the basis of the finished compacted volume of stone dust.)
5952.08cum-2022.13
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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).
304211.68sqm-17.2
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(B) ROAD FURNITURE WORKS Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. With Pakur variety stone chips. 5th Kilometer stone (precast).
5each-2662
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. With Pakur variety stone chips. Ordinary Kilometer stone (precast).
22each-1564
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Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. With Pakur variety stone chips. Hectometer stone (precast).
196each-436
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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 ncluding 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
3562each-698
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Supplying & fixing of Hazard Markers of size : 30cm X 90 cm as per IRC :79-1981 ( The above is inclusive of vertical post)
12each-3600
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Providing and fixing of retro- reflectorised 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 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 90 cm equilateral triangle.
45each-4087
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Providing and fixing of retro- reflectorised 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 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 60 cm equilateral triangle.
45each-2652
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Providing and fixing of retro- reflectorised 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 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 60 cm circular.
22each-3591
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Providing and fixing of retro- reflectorised 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 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 and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). 80 cm x 60 cm rectangular.
22each-5049
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Providing 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)..
19.8sqm-9053
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Providing 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 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)..
27sqm-9356
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A Type - A, "W" : Metal Beam Crash Barrier Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 andIS: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 811.3 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)..
2000mtr-2286
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Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings.
20each-386
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(C) CROSS DRAINAGE WORKS Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specifications Clause 202 for Rural Roads of MORD. By Mechanical Means Reinforced Cement Concrete
12.69cum-773
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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. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth. Without pumping out water including shoring as required.
323cum-124
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Plain 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. PCC Grade M-20 Using concrete mixer. Using Pakur stone aggregates.
88cum-5865.01
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Reinforced Cement Concrete in Substructure with coarse aggregates (Pakur Stone) 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. RCC Grade M25, using Pakur stone materials. Using concrete mixer. Height upto 5m.
451.5cum-6390.47
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Supplying, fitting and placing HYSD bar reinforcement in Sub-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 and direction of Engineer-in-charge. Tor steel conforming to IS : 1786.(SAIL / TATA/ RINL).
35.44M.T.-51520.83
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Furnishing and Placing Reinforced Cement concrete in Super-structure with pakur coarse aggregates of appropriate nominal size and grading, fine aggregate (coarse 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 complete. as per drawing and technical specifications. Using Pakur Stone Aggregates. For solid slab super structure, Height upto 5 m. RCC Grade M30 (Using Concrete Mixture)
143.76cum-6980.2
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Supplying, fitting and placing HYSD bar reinforcement 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 and direction of Engineer-in-charge. Tor steel conforming to IS : 1786.(SAIL / TATA/ RINL)
14.11M.T.-52438.83
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. Sandy material
64.6cum-1137
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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.
45each-115
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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 SD/202 and technical specifications.
32mtr-1752
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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. Two Coats
14sq.m.-99
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(D) DRAINAGE WORKS 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. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth. Without pumping out water including shoring as required.
2259cum-124
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Plain Cement Concrete in Substructure with coarse aggregates (Pakur Stone) 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. PCC Grade M-20 , using Pakur stone materials. Using concrete mixer. Height upto 5m.
1457cum-6138.01
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(E) PROTECTION WORKS 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. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. upto 3 m depth. Without pumping out water including shoring as required.
10192.5cum-124
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Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS: 280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 40 kg each. With Pakur variety Boulders
7701cum-3079.92
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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. With Pakur variety Boulders
1812cum-2320.92
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Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification. Using 0.72 m3 of brick aggregates and 0.48 m3 of coarse sand (loose volume) per cum of finished volume.
905cum-2011.6
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Add GST @12%
293893606%-12
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Add Labour Welfare Cess @ 1%
329160839%-1
Total Amount ₹ 2.3 Lac
Quoted Amount
Calculate Bid Estimation
-5
×
%
₹ 2.2 Lac
https://bit.ly/3esBbI5

Page - 1[ N.I.T-45 of 2020-2021 of S.E & PD/ PIU-I] GOVERNMENT OF WEST BENGAL OFFICE OF THE SUPERINTENDING ENGINEER AND PROJECT DIRECTOR, PROJECT IMPLEMENTATION UNIT - I P.W. (ROADS) DIRECTORATE 3, No. Commissariat Road, Hastings,Kolkata-700022 email:- centraltenderpwdwb@gmail.com Memo No:- 568-R/PIU-I Date : 21.09.2020 NOTICE INVITING ELECTRONIC TENDER NO. 45 of 2020-2021 OF THE SUPERINTENDING ENGINEER AND PROJECT DIRECTOR, PROJECT IMPLEMENTATION UNIT – I The Superintending Engineer and Project Director, Project Implementation Unit - I, Public Works (Roads) Directorate, invites e-Tender for the work detailed in the table below.(Submission of Bid through online).List of scheme :- Sl No. Name of the work Estimated Amount (Rs.) Earnest Money (Rs.) Price of Technical, Financial Bid document s, 2911(ii) & others Annexure Period of Completion of the work Name of the Concerned Division/ Circle Eligibility of Contractor 1 Surfacing and widening of embankment from 0.00 kmp to 22.85 kmp of Dilli Dewanganj to Bhaluka Road alongwith inspection path of Left bank embankment of river Fulahar in the block Harishchandrapur-II under Malda Highway Division in the district of Malda under RIDF-XXVI. 33,24,52,447.00 66,49,049.00 Rs. 15,000/- + Rs.5/- (To be deposited by the successful Bidder only, ref Cl.14) 540 (Five Hundred Forty) Days only [For calculation of Bid Capacity N= 1.50 years] Malda Highway Division, P.W.(R).D / Northern Highway Circle , P.W.(R).D. Bonafide outsider through prequalificat ion GENERAL CLAUSES OF NIT: TWO BID SYSTEM 1.0 This NIT is of Two Bid Tender, i) Technical &ii) Financial, both to be submitted concurrently in the portal. The Bidders who will be Technically pre-qualified in respect to Technical and Financial eligibility/capability criteria specified in the below mentioned subsequent clauses can only be permitted to participate in the Financial Bidding. TENDER DOCUMENT 2.0 In the event of e-Filing intending bidder may download the tender document from the website directly by the help of his Digital Signature Certificate &upload the same with other documents along with necessary Earnest Money electronically as mentioned in Cl 14 of NIT.(Details of which has been narrated in “Instruction to Bidders”, i.e. Section-A). Where an individual person holds a digital signature certificate in his own name duly issued to him by the company or the firm of which he happens to be a director or partner, such individual person, either belonging to and appropriate cadre officer of the company or an authorized partner of a firm, having a registered power of attorney empowered by the Board or by the firm, shall invariably upload a copy of Registered power of attorney showing clear authorization in his favour, to upload such tender. The power of attorney shall have to be registered in accordance with the provisions of the Registration Act, 1908. Page - 2[ N.I.T-45 of 2020-2021 of S.E & PD/ PIU-I] a) Duly filled in copies of Section- B(Forms I to V & Affidavit) in prescribed proforma with proper dated signature in the relevant spaces to be uploaded electronically (scanned signature will not be entertained). Documents in support of the information furnished in Forms I to V & Affidavit must be attached/uploaded for evaluation and the File number & page number has to be indicated in the respective column of the Form. The lowest bidder (L1) shall submit the Hard copy of the Technical Bid & Financial Bid in Original to the Superintending Engineer of the concerned Circle as given in Table above( page-1). Failure to submit the hard copy with th

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