Public Works Roads Department Tender

Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density complete as per Cl. 401, Gr-II material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. Gr-II material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. Gr-III material

Prime Coat:Providing and applying primer coat with Bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat:i) Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.

Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix and filler transporting the hot miox to work site,layingwith a hydrostatic paver finisher with sensor control to the reqd. grade,lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no. 507.complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)With hydrated lime/ cement as filler (refer table 500-9 of MoSRT&H specification) A With 60/70 or VG-30 grade bitumen (ii) for Grading II (19 mm nominal size)

Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading,premixed with bituminous binder @ 5.4 to 5.6 % of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers toachieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.) With 60/70 or VG-30 grade bitumen (ii) for Grading II (13 mm nominal size)

Supplying, fitting and fixing RCC guard post 150 cm long erected 75 cm above the ground and 75 cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregates upto 20 mm size ) of cement concrete and required reinforcement tied in position with annealed black wire incuding centering, moulding the top, curing including painting concrete surface in 23 cm strips upto 0.75 m from the top alternatively in black and white and having 2 nos. reflective band of desired shade etc. complete as per design and as directed 30 cm dia, RCC guard post with reinforcement of 6 nos. 12 mm dia TMT main steel bars and 6 mm TMT / MS stirrrups at 15 cm C/C. as directed.

Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including Joining fitting and fixing wiyh clamps etc as necessary complete at all levels including below G.L as directed and specified. (i) 160mm dia.

Excavation for Structures (Earth work in excavation of foundation ofstructures 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 SOR RR 20 21117.41 A 2 1. Ordinary soil B. Mechanical Means (1) Depthn Upto 3 m. (with dewatering)

Removal of unserviceable soil including excavation. loading and disposal up to 1000.00m lead but excluding replacement of suitable soil which shall be paid separately (Rate as per analysis-A) Rate as per Analysis No.4(A)

Construction of Dry flooring and cross drainage work for relatively less important works

Plain Cement Concrete 1:3:6 nominal mix in foundation withncrushed stone aggregate 40 mm nominal size 20. mechanically mixed place in foundation and complete as per drawing and technical specification

Stone Machinary work in cement mortar in foundation complete as per drawing and technical specifications clauses 702,704,1202&1203

Loading of Lime,Aggregate,stone boulder,brick aggregate,kankar,building rubbish,crushed slag,stone for masonry work by manual means including a lead upto 30m

Plain/Reinforced cement concrete, in open foundation completeas per drawing and technical specification including steel shuttering formwork

Supplying fitting and placing TMT reinforcement in sub structure complete as per drawing and technical specification

Providing weep holes in brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force Complete as per drawing and technical s

Back filling behind abutment, wing wall and return wall completes as per drawing & Technical specification B. Granular material

Back filling behind abutment, wing wall and return wall completes as per drawing & Technical specification B.Sandy material

Plastering with cement mortar (1:3) on brick work in sub-structure as per technical specification