WBHDCL/CGM/eNIT-07/18-19 dated 5.9.182nd Call

Amount

SITE CLEARANCE

Cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable material by manual means with all lifts and lead as per Technical Specifications Clause 201 for Rural Roads of MORD.

(i) Girth above 300 mm to 600 mm

(ii) Girth above 600 mm to 900 mm

(iii) Girth above 900 mm to 1800 mm

(iv) Girth above 1800 mm to 2700 mm

(v) Girth above 2700 mm to 4500 mm

(vi) Girth above 4500 mm

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, with all leads and lifts 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.

Dismantling of existing structures by mechanical means like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, 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 as per Technical Specifications Clause 202 for Rural Roads of MORD

(i) Cement Concrete

(ii) Reinforced Cement Concrete

Removing all types of Hume pipes and stacking with all leads and lifts including Earthwork and Dismantling of Masonry Works and protection works as per Technical Specification Clause 202 for Rural Roads of MORD of above 900 mm dia Hume pipe

Dismantling of kilometre stones and boundary stones including cutting of earth, foundation and disposal of dismantled material with all lifts and leads and backfilling of pit as per Technical Specification Clause 202 for Rural Roads of MORD.

(i) 5th km Stone

(ii) Ordinary km Stones

(iii) 200 m Stones

(iv) Boundary pillars

Sub-Total of Bill no. 1

EARTH, EMBANKMENT & SHOULDER WORKS

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 as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a all leads and lifts, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

Removal of unserviceable soil including excavation, loading and disposal with all leads and lifts but excluding replacement by suitable soil as per Technical Specification Clause 300 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

Construction of embankment with approved soil material obtained from borrow pits with all lifts and lead, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with all leads and lifts as per Technical Specification Clause 305 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

Construction of embankment by supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary and as directed by Engineer-in-Charge

Construction of Subgrade with fly ash (70%) conforming to table 1 of IRC: SP: 58 - 2001 obtained from coal or lignite burning thermal power stations as waste material and fine sand (30%) properly mixed by mechanical means, spread and compacted in layer of 200mm thickness each so as to achieve 98% of maximum dry density and CBR value specified, as specified in IRC: SP: 58-2001 and as per approved plans with all leads and lifts and as per direction of Engineer-in-Charge

Construction of 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 all lifts and lead as per Technical Specification Clause 408 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

Construction of shoulders by supplying, spreading and consolidating Moorum to a depth of 150 mm to be constructed in 2 layers 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 and as directed by Engineer-in-Charge

Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

Sub-Total of Bill no. 2

GRANULAR BASES, SUB BASES & CONCRETE PAVEMENT

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).

(i) Grading – III

(II) Grading – V

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. (As per clause 601 of specifications for Road & Bridge Works of MoRT&H (5th Revision))

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with cement content as per IRC: 15-2011, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batch mix plant as per approved mix design (as per IRC:44 2008), transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint polysulphide sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing and clause 602 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).

Sub-Total of Bill no. 3

TRAFFIC SIGNAGE & APPURTENANCES

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 250 mm high in M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, including cost of all materials, labour, hire and usage charges of machinery and all incidental charges in this connection, all complete as per clause 409 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

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)

i) 90 cm equilateral triangle

ii) 60 cm equilateral triangle

iii) 60 cm circular

iv) 80 mm x 60 mm rectangular

v) 60 cm x 45 cm rectangular

vi) 60 cm x 60 cm square

vii) 90 cm high octagon

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)

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)

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes complete as per Clause 803 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

Supply and installtion of Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. with all ancillary charges as per direction of Engineer-in-Charge

(i) 5th kilometre stone (precast)

(ii) Ordinary kilometer stone (precast)

(iii) Hectometer stone (precast)

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 as directed by the Engineer-in-Charge

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) and as directed by Engineer-in-Charge

Providing and fixing of road stud 100x 100 mm, diecast in aluminium, resistant to corrosive effect of salt and grit, fitted with lens reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm upto a depth of 60 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BIS 873 part 4:1973 and as directed by Engineer-in-Charge

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 respec as directed by Engineer-in-Charge

Painting (one coat) guard posts with 6nos. of 16cm wide horizontal alternate band in different colours after the scrapping the surface free from old paint etc. as directed with best quality synthetic enamel paint of approved make and brand after fixing old existing guard post in correct position true to line and level with repacking the ground at base properly and mending good damages if necessary complete in all respect

Painting (one coat) K.M. post with best quality synthetic enamel paint of approved make and brand of different shades as directed after cleaning and washing the surface including mending good damages as necessary complete in all respect as directed by Engineer-in-Charge

(i) 5th K.M. Post

(ii) Ordinary K.M. Post

Painting (one coat) 200 m post with best quality synthetic enamel paint of approved make and brand of different shades as directed after cleaning and washing the surface including mending good damages as necessary, complete in all respect as directed by Engineer-in-Charge

Painting (one coat) the 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

Bullah Piling (The specifications are to be followed as indicated in the drawings and full rate complete at site)

Sub-Total of Bill no. 4

CULVERTS, DRAINAGE & UTILTIES

Earthwork in excavation for foundation of all structures upto 3 m depth 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 as per clause 2900 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

Laying (First Class) bedding on well compacted sand, moorum or approved granular material as per Clause 2900 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) and as directed by Engineer-in-Charge

Providing and laying reinforced cement concrete pipe NP4 (1200 mm Dia internal) with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 2900 of Specifications for Road & Bridge Works of MoRT&H (5th Revision) and as directed by Engineer-in-Charge

Providing and laying plain cement concrete grade M15 as levelling course for foundation, abutment, return wall, wing wall, head wall, pillar, guard wall etc with all leads and lifts as per drawing, Technical Specification Sections 1500,1700, 2100, 2200 and as directed by Engineer.

Providing & construction of brick masonary in headwall, abutment, wingwall, return wall, parapet etc. with 1:3 cement mortar (1 cement & 3 coarse sand) complete as per Technical Specifications Section 1300 & 2800 and as directed by the Engineer-in-Charge

Plaster work in cement mortar 1:3 (1 cement & 3 coarse sand) over brick masonary in culverts complete as per Technical Specifications Section 1300 and as directed by the Engineer-in-Charge

Providing and laying in position Reinforced cement concrete (M-25 Grade) for sub structure in pier, pier cap, pedestals, seismic restrainers, abutment wall, abutment cap, dirt wall, wing wall, retaining wall, return wall, median wall type structures, etc. complete as per drawings and Technical Specifications Sections 1500, 1700 and 2200 excluding reinforcement and as directed by Engineer-in-Charge

Providing and laying in position Reinforced cement concrete (M-25 Grade) in superstructure complete as per drawings and Technical Specifications Sections 1500, 1700 and 2300 excluding reinforcement and as directed by Engineer-in-Charge

Providing, laying & fixing in position HYSD (TMT) Fe 500 grade reinforcement bars in raft foundations, piles, pile caps, substructures, pedestals, restrainers, superstructures, crash barriers, RCC Railing beam posts, kerb, friction slabs, etc. complete as per drawings and Technical Specifications Section 1600 and as directed by Engineer.

Providing, laying and fixing in position 50 mm thick wearing coat consisting of mastic asphalt over deck slab after applying prime coat complete as per drawings and Technical Specifications Sections 500 and 2700 and as directed by Engineer-in-Charge

Providing and fixing in position Expansion Joints under supervision of manufacturer's specialist complete as per drawings and Technical Specifications Section 2600 and as directed by Engineer-in-Charge

(i) Providing & fixing 20 mm thick compressible fibre board in expansion joint complete as per drawing & Technical Specification.

(ii) Strip seal type capable of taking movement upto 80 mm

Providing and laying in position Reinforced Cement Concrete (M-35 Grade) in vehicular crash barrier / high containment crash barrier, friction slab excluding reinforcement & MS pipe railing, including centering, shuttering & providing bituminous fiber board and Polysulphide joint filler at expansion joints / gap locations including reinforcement complete as per drawings and Technical Specifications Sections 800,1500, 1600, 1700 and 2700 and as directed by Engineer.

Providing and fixing in position 50 NB MS pipe railing including vertical post, providing three or more coats of epoxy paint of approved colour, make and quality over a coat of epoxy primer complete for crash barriers as per drawings and Technical Specifications Sections 1900 and 2700 and as directed by Engineer-in-Charge

Providing and laying in position RCC grade M30 in approach slab complete as per drawings and Technical specifications 2704 and as directed by the Engineer-in-Charge including the cost of centering, shuttering and reinforcement steel.

Providing 100 mm dia weep holes with AC pipe in abutments, wing wall, return wall, median wall, retaining wall or any other earth retaining structures complete as per drawings and Technical Specifications Clause 2706 and as directed by Engineer-in-Charge

Providing and laying filter media behind abutment, wing wall, median wall, retaining wall and return wall or any other earth retaining structures complete as per drawings and Technical Specifications Section 2500 and as directed by Engineer-in-Charge

Providing and fixing in position 150 mm dia PVC service / utility pipe including fittings, couplers, bends etc, complete as per drawings and as directed by Engineer-in-Charge

Providing and laying in position hand packed boulder pitching on slopes of embankments, in front of abutments and in launching apron complete as per drawings and Technical Specifications section 2500 and as directed by Engineer-in-Chnarge

Sub-Total of Bill no. 5

HARPAL SINGH

ADHUNIK INFRASTRUCTURES PVT. LTD.