Public Works Roads Department Tender

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,(M.Stype)@0.25 Sq/m2 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

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 VG-30 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 with stacking 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 (with Hot Bitumen Binding @1.46kg/m2

Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates,cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).II By manual Means with Hot Bitumen Binder(VG-30 Packed)(@ 6.80 kg/ 10 sqm.)

Plain / Reinforced Cement Concrete in Sub structure 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. PCC Grade M30 (i) Height upto 5 m

Supplying and laying in the specified pattern of interlocking Concrete Block Pavement (ICBP) with concrete block (with concrete grade as specified as per table 1 of IS 15658:2006) Manufactured in still mould clamped to a vibrating table by hydraulic pressure (as per cl. No. 6.30 of IRC : SP: 63 (2018). from BIS license manufactur, with spacer nib (small proturding potholes on the vertical face of a paver block used as adevise for keeping minimum joint gape in between the paving blocks, as per Cl. No. 3:26 of IS:15658) and of specified size and shape with aspect ratio(the ratio of lengthto thickness of a pver block, as per Cl No. 3.3 of IS :15658) as per table 2 of IS :15658 on the prepared base course of specified CBR as pere table 1 of IRC SP63 (2018)or elese as mentioned in design and drawning with a cushion of compacted bedding sand of 25-35 mm thick (Gradingof the grading sand as per clause 6.5.1 of IRC SP-63) and fillingup the gaps in between paver blocks with joint filling sand (the grading of the joint filling sand will be as per clause 6.5.2 of IRC SP 63) and with proper confinement of bedding and joint filling sand,compaction , leveling and filling up of the edges gap. 80 mm thick, Grey

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 Marshy soil for depth upto 3 m depth By Manual means With pumping out water excluding shoring

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 With fine Sand

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 PCC Grade M20

Protective work with walling with eucalyptus Bullah 1.5m (av) high on piling 150 mm dia and 4.50m long driven 3.00m (av) below G.L. and 350 mm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) including cost of necessary nails, bolts, nuts etc and providing 2 to 3m long bullah ties of 10cm dia @ 2.50 m centre to centre fixed with 10 cm dia bullah posts driven 1.5m below G.L. including cost of all materials and two coat of coal tarring to all bullah etc complete as per direction of E.I.C

Filling empty Cement bags with dry earth or sand, stitching the bag (cost of thread included) and carrying and placing them in position and all incidental charges complete including cost of sand and gunny bags.

Goods and Services Tax(GST)@18%

Labour Welfare Cess(LWC)@1%