Department Of Paschimanchal Unnayan Affairs Tender

carriage up to total lead of 2.00 km

Supplying, spreading and consolidating Moorum to a depth of 75 mm 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 by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification.

Compacting original ground supporting subgrade Loosening of the ground upto a level of 300 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of Tables 300.1 and 300.2 for subgrade construction as per Clause 305.3.4 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

CHUTE DRAINS Providing chute drains 250 X 300mm (inside dimensions) across Embarkment Slope in approches of Bridge and on hoizontal curves consist of excavation for foundation of structures as per drawing and technoical specification clause 307 for Rural Roadsof MORD including setting out constraction of shorting and bracing deleterious matter , dressing of sides and bottom and backfilling with approved materials (By manual means ), plane cement concrete (1:2:4), 125mm thick Brick Masonary followed by 20 mm thick plastering (1:4) and 75 mm thick coping with M-20 Concrete on top of the chute walls as per specification, drawing and direction of the Engineer- in Charge.

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).PAKUR VARIETY GSB Grading 1:

GSB Grading 2:

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) PAKUR VARIETY (i) WBM Grading-1 Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm)

(ii) WBM Grading-2 Aggregate (53 mm to 22.4mm) Using Stone Screening Type B (11.2 mm)

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).

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)

Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of MORD.

Providig and laying premixed seal coat (Type B) with approved quality sand/ grit @ 0.6 m2/ 100 m2 and bitumen binder on throughly cleaned black top surface coated with track coat , including heating and mixing cleand sand / grit (100% passing through 2.36 mm ieve and retained on180 micron sieve ) uniformly with bitumen binder ,laying spreading the mix at an uniform rate using suitable means , brushiing thke surface , if necessary , to ensure uniformly , folloowed by rolling with power roller including the cost and carriage of binder and aggregates ,cost of heating the binder and aggregates and all other including charges ,cost of fuel and lubricants ,including hire charges of machineries ,tools & plants required for cnstruction and quality control complete as per clause 511 of specification for Road & Bridge works of MoRT &H (5 Revision).

Kilometre Stone Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. Ordinary kilometre stone precast

Hectometer stone (precast)

Retro-Reflectorised Traffic Signs 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 (for direction)

60 cm circular (for speed limit)

60 cm x 45 cm rectangular (for place identification)

R.C. Guard post 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.

Citizen's information Board 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)..

Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, 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 includingpreparation 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 drawingand technical specifications. RCC Grade M25 PAKUR VARIETY Using concrete mixer

Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight

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 mechanical means (using excavator of suitable capacity). (i) Depth upto 3 m -- (i) With pumping out water.

PCC WORK Providing and laying Design mix conrte for plain/ reinforcement concrete work in any part of bridgse (excluding bottom plugging (with coarse aggregates of appropriate nominal size and garading, fine aggregate (sand)conforming to proper grading zone ,both of approkved quality and cement ,as necessary , including labour , cost and carrige of all meterials and including preparation of design mix, approval ofthe same by the Engineer-in charge and cost for quality contrkol, samapling ,testing etc. all complete but excluding cost kof labkokur and materials for formwork & reinfkorcement works. M-15 GRADE -USING CONCRETE MIXER

RCC M20 FOR FOUNDATION Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, 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. RCC Grade M20 -- Using concrete mixer

RCC M25 FOR SUB-STRUCTURE Plain /Reinforcement cement concrete in substructure willth coarse aggregate kof approprite nominal size and gading ,fine aggregate (sand )conforming tok proper garading zone ,both of approved quality ,cement and water reducing admixture , as necessary , including labour ,cost and carriage of all materials and including prepartion of design mix ,approval of the same by the Engineer-in Charage and cost for quality control ,sampling ,testing ,etc. all complete as per dawing and technicals specification including the cost kof necessary form work and staging complte as per dawing and technicals specifications. RCC M25

REINFORCEMENT WORK FOR BRIDGE FOUNDATION Supplying, fitting and placing un-coated HYSD bar reinforcement in Bridge Foundation including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisitemlength 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 .

REINFORCEMENT WORK FOR BRIDGE SUB-SRUCTURE Supplying, fitting and placing HYSD bar reinforcement in Bridge 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 .

SHUTTERING WORK Hire and labour charage for shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks /ply wood / steel plate with required bracing for any kilnd of p;ain or reinfokrcsed concrete works in all sorts of minor structure including culvert ,box culvert ,cross drainetc. The rate is inclusive of fitting ,fixing and striking out after completion of work as per specification and direction.

FILLER JOINT Providing and fixing in position 20 mm thilck premoulded joilnt filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm , covered wiyh sealant complete as per drawing and technicals specifications.

JOINT SEALING COMPOUND Providing and filling joint sealing compound as per drawing and technicals specification wilth coarse sand and 6%bitumen by weight .

WEEP HOLES Providing weep holes in Bricksmaskonry /Plain/Reinfoceed concrete abutment , wing wall/ return wall with 100 mm dia AC pipe , extending thrkough the full width of the structure with slope of 1v : 20h towards drawing face . complete as per drawing and technical specificatins.

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD 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. i) Depth up to 3 m with pumping out water .

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction.

Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, 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.M15 GRADE

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per TechnicalSpecification Clause 1106 for Rural Roads of MORD. D) 600 mm dia

Add 12% G.S.T

Add 1% Labour & Welfare Cess