Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Civil And Construction
Eprocure
Opening Date25 Jan 2019
Closing Date2 Feb 2019
Tender Amount₹ 88,25,000 
Notes
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Description

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(A) By mix in Place Method Construction of granular sub-base by Providing well graded material, spreeding in uniform layers with by tractor with grading attachment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density , complete as per Technical specification cl. 401 .

787.5

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Water Bound Macadam Providing, laying, spreading and compacting stone aggregate of specific size toWBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100kN static roller in stages to proper grade and camber applying and brooming, stone screening/bindingmaterials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause. 2) Grading-II (A) By manual Means

393.75

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3) Grading-III (A) By manual means

393.75

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Prime Coat ( I) Low porosity Providing and applying primmer coat with bitumin emultion (SS-1) on prepared surcafe of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg/sqm using mechanical means as per technical Clause

5250

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Tack coat (II) Providing and applying tack coat with bitumin emultion (CRS-1) using emultion distributor at the rate of 0.25-0.30 Kg/sqm on the prepared dry and hungry bituminius surface cleaned with hydraulic broom as per technical specification clause 503

5250

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Semi - Dense Bituminous Concrete (Providing and laying semi dense bituminous concrete 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 @ 4.5 to 5% 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 to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. B(ii)with 60/70 or VG -30 grade bitumen for GradingII(10 mm nominal size) Case-I By manual Means (I) Bitumin (S-90)

131.25

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Providing and fixing of reto- reflectorised cautionary mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3. fixed over aluminium sheeting 1.5mm thick supported on a mild steel iron post 75mm x 75mm x 6mm firmly to the ground by means of properly designed foundation with MS 15 grade cement concrete 450mm x 450mm x 600mm , 600mm below level as per drawing and technical specification clause 801. iv ) 80cm x 60cm rectangle

6

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Earth work in excavation of foundation of structures as per drawing and technical specification clause 305.1, 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.(A) Manual Means (I) Without dewatering (i) upto 3 m depth

48.26

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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203(PCC GRADE M10 ) 1)Normal mix

2.81

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Bedding of pipe laying (first class) bedding on well compacted sand moorum or approved granular material as per clause 1105 ii)type B (FIRST CLASS) Beding

4.52

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Brick masonary work in cement morter in foundation complete executed pointing and plastering as per dreawing and technical specifications Clauses 600,1202 &1203 a)Brick masonary in 1:4 cement morter

24.01

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Plastering with cement morter 1:4 ,15mm thick on brickwork in substructure as per technical specifications Clauses 613.4 & 1204

40.07

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Providing and laying reinforced cement concrete pipe NP 3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works , backfilling concrete and masonry works in head wall and parapets clause 1106. 1000 mm dia

7.5

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Providing and laying boulder apron for bed protection with stone boulder of minimum size and weight as per table 1300.1 no fragment weight less than 25kg laid dry complete as per drawing and technical specification clause 1301

6.41

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications clause 1302 1)stone/boulder

2.49

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Providing and laying fitter material under neath pitching in slopes complete as per drawing and technical specifications clause 1302

1.25

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