Public Works Department Tender

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Public Works Department - PWD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date11 Jan 2023
Closing Date3 Feb 2023
Tender Amount₹ 6,93,22,609 
Notes
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Costs

Description

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BOQ Items

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DO_NOT_SHOW

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Reinforced cement concrete in pile cap complete as per drawings & MoRT&H technical specifications Clauses 1100, 1500, 1700. ( including centering shuttering, staging etc. but excluding reinforcement ).RCC M35 Grade. Case-I: using concrete mixture.

436.97

5293581

12114.29

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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in foundation complete as per drawings & MoRT&H technical specifications Clauses 1600

111.79

7714526

69009.09

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Bored Cast-in-Situ M-35 grade RCC pile excluding reinforcement complete as per Detailed Drawing & MoRT&H technical specifications Clauses 1100, 1700 and removal of excavated earth with all lifts and lead upto 1000 m. c) 1200 mm Dia

505

9743278

19293.62

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Plain/reinforced cement concrete in substructure complete including formwork as per drawings & MoRT&H technical specification Clauses 1500, 1700, 2200. (including centering, shuttering, staging etc. but excluding reinforcement ).RCC M 35 Grade. Case - I : Using Concrete Mixer

193.8

2491525

12856.17

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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in sub structure complete as per drawings & MoRT&H technical specifications Clauses 1600 and 2200.

65.62

4540234

69189.79

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Providing weepholes in brick masonry / stone masonry, plain / reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe or uPVC pipe ( 110 mm OD of 6.0 Kg/cm2 pressure ) extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and MoRT&H technical specification clauses 2706, 2200.

19.2

6695

348.7

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Backfilling behind abutment,wing wall & return wall complete as per drawings,clause 710.1.4 of IRC:78 & MoRT&H technical specification clause 2200.ii. Sandy materials

136.67

205039

1500.25

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Providing & laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRT&H Specifications to a thickness of not less than 600mm with smaller size towards the soil & bigger size towards the wall & provided over the entire surface behind abutment,wing wall & return wall to the full height compacted to a firm condition complete as per drawing & clause 710.1.4 of IRC:78 & MoRT&H technical specification clause 2200.

24.63

126237

5125.36

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Pile load test on single vertical pile in accordance with IS-2911(Part-IV)

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-

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a. Initial and routine load test

1140

877800

770

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b. Lateral load test

53

658790

12430

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Construction of Super structures

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-

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Plain / Reinforced cement concrete in superstructure including all formwards required as per drawings & MoRT&H technical specifications Clauses 1500, 1700, 2100 (including centering, shuttering, staging etc. but excluding reinforcement.RCC Grade M 35.Case - I : With Concrete Mixer.

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iii)For Box girder and balance cantilever. B. Height 5 m to 10 m.

875.2

14476053

16540.28

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Pedestal

6.19

99412

16060.16

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Supplying, fitting & placing Thermo-mechanically treated bar / cold twisted deformed steel bar reinforcement in superstructure complete as per drawings & MoRT&H technical specifications Clauses 1600.

190.62

13446008

70538.29

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Providing and placing in position drainage Spouts complete as per drawing ( SD / 205 ) and MoRT&H Technical Specification Clause 515, 2705.

38

260315

6850.4

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Providing and applying of 2 coats water based cement paint to unplastered concrete surface after cleaning the surface of dirt,dust,oil,grease,efflorescence & applying paint @ 1 lit for 2 sqm as per drawing & MoRT&H technical specification clause 800.

2542.88

176984

69.6

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Construction of precast RCC railing of M 30 Grade, aggregate size not exceeding 12 mm, true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, centre to centre spacing between vertical post not to exceed 2000 mm, leaving adequate space between vertical post for expansion, complete as per approved drawings ( No. SD / 202 ), including all formworks required and MoRT&H Technical Specification Clause 2703, 1500, 1600, 1700. (including centering, shuttering, staging etc. and reinforcement )

196.02

469942

2397.42

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Supplying, fitting & fixing in position true to line & level POT PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomar confined with a metal cilynder, sealing rings, dust seals,PTFE surface sliding against stainless steel mating surface complete assembly to be cast steel/fabricated structural steel, metal and elastomar elements to be as per IRC-83 part-I &II respectively and other parts conforming to BS 5400 section 9.1 & 9.2 and clause 2006 of MoRTH specification as per drawing and technical specification.

5712

1480550

259.2

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Supplying, fitting & fixing in position true to line & level elastomeric bearing conforming to IRC:83 (Part-II), Section IX and clause 2005 of MoRTH specification complete including all accessories as per drawings & technical specification.

150000

210000

1.4

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Providing & laying cement concrete wearing coat M-30 grade including all forworks & required reinforcement complete as per drawings & MoRT&H technical specification clause 2702.(including centering, shuttering, staging etc. but excluding reinforcement).

55.13

924908

16776.87

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PCC M-15 grade leveling course below approach slab complete including all formworks required as per drawings & MoRT&H technical specification clause 2700.

10.9

110685

10154.67

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Reinforced cement concrete approach slab including reinforcement & formwork complete as per drawings & MoRT&H technical specification clause 2704,1500,1600,1700. RCC M-30 grade

24.22

366828

15145.67

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Providing & laying of a strip seal expension joint catering to maximum horizontal movement upto 70mm,complete as per approaved drawings & standard specifications to be installed by the manufacturer / supplier or their authorised representive ensuring compliance to the manufacture's instructions for the installation as per drwaings & MoRT&H technical specification clause 2607.

42

552955

13165.6

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Providing & laying reinforced cement concrete in superstructure in footpath slab at all heights including all formswork required as per drawing & MoRT&H technical specifications clauses 1500,1700,2100. RCC Grade M20.Using concrete mixture.

17.41

202726

11644.28

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Dismantling

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Dismantling of existing structures like culvert, bridges,retaining wall and other structure comprising of masonary,cement concrete,wood work,steel work including T&P scaffolding whenever necessarry ,sorting the dismantled material,diposal of unserviceable material and stacking the serviceable material with all lifts and upto alead of 1000m as per MoRT&H technical specification clauses 202.by manual means

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Cement concrete M-15&M-20

30.1

18620

618.63

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Dry brick pitching or brick soling

60.2

14101

234.25

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Rubble stone masonary in cement mortar

105.35

42680

405.13

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Construction of Approach road

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Construction of granular sub-base by providing coarse graded material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with vibratory roller to achieve the desired density complete as per MoRT&H technical specification clause 401.For grading III material

229.5

1867937

8139.16

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Providing,laying,sprading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plan crriage of mixed material by tipper to site,laying in uniforms layers with paver finisher in sub-base / base coarse on well prepared surface and compacting with vibratory roller to achieve the desired density as per MoRT&H technical specification clause 406.

148.75

1226384

8244.6

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Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes as per hour using crushed aggregates of specified grading,premixed with bituminous binder @4.0 to 4.5 per cent weight of total mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H technical specification clause 507 complete in all respects.Grading-I. With viscosity graded bitumen of VG-20

35.7

603322

16899.8

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Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes as per hour using crushed aggregates of specified grading,premixed with bituminous binder @5.4 to 5.6 per cent of mix and filler,transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade,level and alignment,rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRT&H technical specification clause 509 complete in all respects..Grading-I. With viscosity graded bitumen of VG-20

23.8

446821

18774.01

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Furnishing and laying of the live sods of perennial turf forming grass of emblankment slope,verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground,fetching of sods and watering as per MoRT&H technical specification clause of section 300.

33

1438

43.6

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Providing and applying primer coat with bitumen emulsion (SS-1) of prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.6 kg / sqm using mechanical means as per MoRT&H technical specification clause 502.

595

22407

37.66

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Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion pressure distributor at the rate of 0.2 kg per sqm on the prepared bituminous / granular surface cleaned with hydraulic broom as per MoRT&H technical specification clause 502.

595

8591

14.44

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clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per MoRT&H technical specification clause 201.

0.11

2284

21354

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Excavation in roadway cutting in soil by using manual means including loading in truck and carrying of cut earth to embankment site with all lifts and lead upto 1000 meters as per MoRT&H technical specification clause 300.

43.92

8854

201.6

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Construction of embankment with approved material obtained from borrow pits with all lifts,transporting to site,spreading,grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m as per MoRT&H technical specification clause 300.

1299.83

253596

195.1



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