Pradhan Mantri Gram Sadak Yojana Tender

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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date15 Jun 2024
Closing Date27 Jun 2024
Tender Amount₹ 7,91,000 
Notes
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Costs

Description

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W.M.M:- Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site, for all leads & lifts, laying in uniform layers with mechanical paver finisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge

10.13

16938

1672.15

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B.M: Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.63.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

15.68

128134

8171.85

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Tack Coat:-Providing and applying bitumen emulsion conforming to IS: 8887, using emulsion pressure distributer including preparing the surface and cleaning with mechanical broom With rapid setting bitumen emulsion On Bitumen Surface @ 0.4 Kg/sqm.

1105.5

29948

27.09

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25mm thick SDBM: Providing, laying and rolling of semi dense bituminous macadam of 25 mm thickness with 100 to 120 tph batch type hmp providing and average output of 75 tons per hour using crushed aggregates of specific grading premixed with bituminous binderand 4.5 to 5% of mix and filler transporting the hot mix to the work site laying with hydrostatic paver finisher with sensor control with the required grade level and alignment , rolling with smooth wheeled vibratory and tandem rollers to receive the density compaction including loading ,unloading, haulage Octori, royality Complete job

1105.5

310181

280.58

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SEAL COAT Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.

1105.5

104690

94.7

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PART (B) PIPE CULVERT

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Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: All kinds of soil (For Pipe Culverts)

3.83

862

225.21

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P/L of stone stone soling

0.45

404

899.1

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Providing of cushion over the RCC Pipe using local granular material / river bed material including compaction etc all lifts, leads,loading, unloading, octori etc complete (finished work to be measured)

12

10789

899.1

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Providing and laying in position cement concrete of specified grade M-10 including curing and the cost of centring and shuttering. All work upto plinth level with:(1:3:6 ) using 20 mm nominal size aggregates including all carriages of cement, fine aggregate and coarse aggregate, complete job (Cradle for Pipe)

0.45

2262

5027.27

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Providing and laying non-pressure of specified class R.C.C. pipes including collars/spigot jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement: 2 fine sand) including testing of joints etc. complete. Non-pressure NP-2 class (Light duty) R.C.C. pipes 300 mm dia. R.C.C. Pipe

4.88

3972

814.05

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Backfilling behind walls as per the drawing and technical technical specification clause 1103 granular material using River Bed Material

2.75

2472

899.1

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PART (C) ROAD FURNITURE

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Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level.

1

11354

11354.4

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Providing and fixing retro- refllectorised cautionary , mandatory and informatory sign as per IRC :67 made of encapsulated lense type reflective sheeting wide clause 1701, 2.3 fixed over aluminum sheeting 1.5mm thick supported on a mild steel angle iron post 75 x75 x6mm steel tube firmly fixed to the ground by properly designed foundation with M-15 grade cement concrete 450 x450 x 600mm , 600mm below round level as per drawing and technical clause 801. .

3

4387

1462.63

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Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)

1

1585

1585.38

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Providing and applying 2.5mm thick road marking strips (retro-reflective) of specified shade/colour using hot thermoplastic material by fully/semi- automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour,T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of Engineer-in-charge and accordance with applicable specifications

70.35

39409

560.19

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Engagement of JCB for mulba clearance and other debris from shoulders and pavement

2

2279

1139.85



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