Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Road Construction
Eprocure
Opening Date26 May 2023
Closing Date4 Jun 2023
Tender Amount₹ 14,61,62,288 
Notes
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Costs

Description

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Providing and laying Mechanically mixed and vibrated Plain/Reinforced Cement Concrete M-20 (twenty) nominal mix 1:1.5:3 (one cement :one and half sand: three graded stone aggregate 20mm (twenty millimeter) nominal size with for plain concrete in open foundation complete as per MORTH specification clauses 1500, 1700 & 2100 and curing complete including the cost of form work, hauling of materials in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

378.63

3658285

9661.9

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Loosening of the ground upto a level of 500 mm (five hundred millimeter) below the sub-grade level, watered, graded and compacted in layers to meet requirement of table 300-2, for sub-grade construction and as per MORTH specificationclause 305.3.4 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge

13378.1

1610054

120.35

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Providing, laying, spreading and compacting stone aggregates of specific sizes Grade-I (90-45mm) to water bound macadam specification by mechanical means including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN static roller in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 1 as per Technical Specification Clause 405 including hauling of materials through all modes of transportation with in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

6174.51

21700932

3514.6

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Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per MORTH specification 406 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge

8232.68

28615149

3475.8

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Providing and applying primer coat with modified bitumen emulsion (SS-I) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per MORTH specificationclause 502 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge

101690.5

5115032

50.3

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Providing and applying tack coat with bitumen emulsion (RS-I) (rapid setting -I) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per MORTH specificationclause 503 incluing hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge

101690.5

1820259

17.9

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Providing and laying 50mm (fifty millimetre) compacted thick bituminous macadam with aggregate of grading-II, 19 (nineteen) millimetre nominal size, using bitumen VG-10 grade, minimum 3.3% (three point three percent) of weight of mix on thoroughly cleaned surface, free from pot holes and cracks by mechanical broom and dust removed by compressed air, mixed in batch mix/ computerised Hot mix plant of 100-120 TPH capacity calibrated from time to time mixing to bituminous concrete as per approved job mix formula from approved laboratory, transporting the mix material in clean insulated vehicles covered while in transit or awaiting, tipping and laying with sensor paver finisher to the required level and grade, rolling with power road roller to achieve the desired density complete including profile correction layer and patching of pot holes, with in all leads and lifts including carriage of materials, plants and equipment by mechanical transport, conforming to clause 504 of MORTH specification for road and bridge work as per direction of Engineer-in-charge. The rate is inclusive of profile correction and patching of pot holes. (Nothing extra shall be paid for higher content of bitumen required as per job mix formula.)

2058.17

20987159

10197

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Providing and Laying 30 mm (thirty millimetre) thick bituminous concrete with 100-120 TPH batch type HMP producing an average output of 75 (seventy five) tonne per hour using crushed aggregate of specified grading, premixed with bituminous binder VG-10 @ 5.4 to 5.6 (five point four to five point six) per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to be required grade level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification Clause 509 complete in all respects by mechnical means including hauling of material in all leads, lifts as per the entire satisfaction and direction of Engineer-in-charge. (Nothing extra shall be paid for higher content of bitumen required as per job mix formula.)

3050.72

48276423

15824.6

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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 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge as per MORTH specification clause 803

3600

3458700

960.75

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Providing and fixing Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per drawing and MORTH specification clause 804 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge (5th kilometre stone (precast)as per MORTH specification clause 804

3

8342

2780.9

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Proving and fixing Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc as per drawing and MORTH specification clause 804 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge (Ordinary kilometre stone (precast)

15

56340

3756.05

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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 mild steel angle iron posts 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 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing as per MORTH specification clause 801 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge. as per MORTH specification

10

103414

10341.4

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Providing, and laying reinforced cement concrete 900mm diameter (Nine Hundred millimeter) pipe NP3 prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (One Cement:Two Sand) but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per MORTH specification clause 2900 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge

190

1045209

5501.1

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification clause 710.1.4 of IRC:78&2200 and hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge as per MORTH specification.

81.05

109924

1356.25

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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia (hundred millimeter) AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and MORTH specification clause 2706 & 2200 including hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge

198

80714

407.65

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Providing and errecting type-A "W" metal beam crash barrier comprising of 3 mm (Three millimeter) thick corrugated sheet metal beam rail, 70 cm (seventy centimeter) above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm (one hundred fifty into seventy five into five millimeter) spaced 2 m (two meter) centre to centre, 1.8 m (one point eight meter) high, 1.1 m (one point one meter) below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to confirm to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm (one hundred fifty into seventy five into five millimeter), 330 mm (three hundred thirty millimeter) long complete as per clause 810 and curing complete including cost of form work and hauling of materials in all leads and lifts and as per entire satisfaction and direction of Engineer-in-charge as per MORTH specification.

250

1124550

4498.2



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