Department Of Paschimanchal Unnayan Affairs Tender

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 for Rural Roads of MORD. (Borrow pit /pre work post work measurement) (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 236, Item no- 3.14 )

Box cutting or filling in Road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on berm to approximate grade & camber and rolling the sub-grade with power roller to proper camber and grade as per direction and satisfaction of Engineer-in-charge including uprooting and removing plants and jungles when and where necessary. (a) Depth up to 150 mm. (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 240, Item no- 3.16 )

Granular Sub-base with Graded Material (Table:- 400-1) B. By Mix in Place Method : 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). (iii) Grading - II (Pachami Variety) (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 246, Item no- 4.08 (B)

Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (d) M-25 Grade: (i) Using concrete mixer. (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.07 (c)(i)

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks /ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required. (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.05(b)

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. (PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 46, Item no- 13 )

Filler joint (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight (PWD ROADS SCHEUDLE 2015-16 Page no- 314, Item no- 14.13(iv)

CROSS - DRAINAGE WORK:-

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD. (a) Upto 600 mm dia Hume pipe (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 231, Item no- 2.13 (a) )

Excavation for Structures 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. (PWD ROADS SCHEUDLE 2015-16 Page no- 276, Item no- 11.01 )

Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 280, Item no- 12.04 )

Labour for laying, fitting and fixing in position RCC spun pipe (NP- 2) with collar, in canal banks, roads including caulking the joints as and when necessary with cement mortar (proportion 1:2) jute and bitumen etc. as approved, including preparing sub grade, curing, cost of carriage of pipes and collars from departmental stockyard complete. (c) 30 cm dia (I & WD SCHEUDLE Page no- 30, Item no- 7.04 )

Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete (A) CLASS-NP-2 (b) (i) 300 mm dia pipe (I & WD SCHEUDLE Page no- 34, Item no- 8.04 A b ii)

Supplying R.C. Hume / spun pipe & collars of different dia metre at site or departmental godown including loading, unloading, carriage, stacking complete (A) CLASS-NP-2 (b) (ii) Collar for above. (I & WD SCHEUDLE Page no- 34, Item no- 8.04 A b ii)

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 for Rural Roads of MORD. (a) Upto 600 mm dia Hume pipe (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 231, Item no- 2.13 (a) )

Excavation for Structures 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. (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 276, Item no- 11.01 )

Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 280, Item no- 12.04 )

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. (PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 46, Item no- 13 )

(I) Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety] (a) 1:3:6 proportion (PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 25, Item no- 10 I A a )

Bedding for Pipe i) Type A (Concrete Cradle) Bedding Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) for Rural Roads of MORD (Rampurhat) (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 276, Item no- 11.02 )

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 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106 for Rural Roads of MORD. (D) 600 mm dia (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 276, Item no- 11.03 D )

Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. A PCC Grade M-15 (Pachami Variety) (i) Height upto 5m (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 332, Item no- 18.07 )

ROAD FURNITURE WORK:-

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). ii) 60 cm equilateral triangle (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 265, Item no- 8.04 (ii) )

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). iii) 60 cm Circular (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 265, Item no- 8.04 (iii) )

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). vi) 60 cm X 60 cm Square (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 265, Item no- 8.04 (vi) )

Direction and Place Identification Signs upto 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 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). (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 265, Item no- 8.05 )

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 (ii) Ordinary kilometer stone (precast) (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 266, Item no- 8.10 (ii) )

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 (iii) Hectometer stone (precast) (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 266, Item no- 8.10 (iii) )

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 nscribed 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 (PWD ROADS SCHEUDLE 2015-16 Page no- 267, Item no- 8.17)

PCC DRAIN WORK:-

Excavation for Structures 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. (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 276, Item no- 12.01 )

Sand filling in foundation trenches and at the back of abutments, wing-walls etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete including supply of sand. Quality of sand is to be approved by the Engineer-in-charge (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 280, Item no- 12.04 )

Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. (PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 12, Item no- 1 )

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. (PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 46, Item no- 13 )

Providing and laying Design Mix concrete for plain / reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. (b) M-15 Grade: (Pachami Variety) Using concrete mixer. (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 322, Item no- 18.07 a)

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] (i) With 1:6 cement mortar (c) 15 mm thick plaster (PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 164, Item no- 2 i c )

Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. (PWD BUILDING SCHEUDLE 30 Aug'18 upto date Page no- 166, Item no- 8 )

Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, cross-drain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. (b) Where staging is not required (PWD ROADS SCHEUDLE 30 Aug'18 upto date Page no- 322, Item no- 18.05b )

Add G.S.T @ 12%

Add Cess @ 1%