Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Eprocure
Opening Date21 Jun 2021
Closing Date12 Jul 2021
Tender AmountRefer Documents 
Notes
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Costs

Summary

Improvement And Upgradation Of Road From Akajan Likabali Road Starting At Pmgsy Package No-as-04-304 Via Mes Gainadi To Nilakh (1.37 Km) Including Construction Of Rcc Br. No.5/1 (l 480 M) Over River Gainadi Under Crif Under 114 Jonai (st) Lac

Description

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BOQ Items

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Excavation in Soil by Manual Means. (a)(Excavation for roadway in soil using manual means including loading in truck for carrying of cut earth to embankment site with all lifts and lead upto1000 metres.)

22.05

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214.7

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Granular Sub-Base with Coarse Graded Material (Table: 400-2) (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 cl. 401( with an initial lead of 5 Km.) (II)For grading -I Material

1157.81

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3480.34

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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) A) By Manual means (II) Grading II (c) Using Screening Type-B (11.2 mm Aggregate)

635.62

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4946.27

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Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) A) By Manual means (III) Grading III (c) Using Screening Type-B (11.2 mm Aggregate)

635.63

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5099.72

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Prime coat (Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of specified quantity using mechanical means.)( Including cost of testing of materials at site and laboratory as directed by the deptt.)(I) With bitumen emulsion CSS-1h

8475

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33.9

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Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.( Including cost of testing of materials at site and laboratory as directed by the deptt.) (I) With bitumen imulsion CSS-1h (C) granular surface treated with primer

8475

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14.69

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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,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. 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.) (I)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)

508.5

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10574.68

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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 to achieve 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.) (I) 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 (13 mm nominal size)

339

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11406.98

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

40

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2493.91

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Metal Beam Crash Barrier: Type - B, “THRIE” : Metal Beam Crash Barrier (Providing and erecting a “Thrie” metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 85 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 12 m high, 1.15m below ground level,all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150mmX75mmX5mm, 546mm long complete as per clause 810.)

2000

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5973.18

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Direction and place identification sign sqm 13243.00 upto 0.9sqm size board: Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)

5.4

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14964.59

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Providing ‘Sparkle Solar Road Studs,manufactured by Tata B.P. Solar India Ltd. Of size (125mm x 125mm), 90mm height (from bottom of shank to the top of stud) with detachable battery, m6LEDs-three on each side for Bi-directional studs/ 3 LEDs on one side for unidirectional studs, ultra bright LED in amber and red colour, weight per stud 700+25 gms, flash rate of 50-65 times per minute completely water resistant and weather proof with replacement warranty and free maintenance for one year from the date of installation of stud on road-(installation should be made using adhesives and procedures recommended by manufacturer under the supervision of their competent technician). (a) Bi-directional Stud

20

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3614.87

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Road Markers (Centre Line and Edge Line) : 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 and conforming to the MoSrt&H specifications

629.1

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989.88

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Providing Linear Delineator System with Diamond grade reflective sheeting of size 80cmx10cm, fixing over thin gauge crimped aluminium sheeting with single colour panels of Yellow/Red/White and fixing to the object as per specification of the manufacturer.

5

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474.61

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Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

30

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281.37

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Boulder apron laid in wire crates (Providing and laying of boulder apron laid in wire crates made with 4mm dia GI wire conforming to IS:280 & IS:4826 in 100mm x 100mm mesh (weaved diagonally) including 10% extra for laps and joints laid with stone boulders weighting not less than 40Kg each.)

8695

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4812.31

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Execvation of structures :-Earth work in excavation of foundation of structures as per drawing and technical specifications including setting out , construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with excavated suitable material. I) Ordinary soil A) Manual Means (b) With dewaterting (i) upto 3m depth

745.12

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149.16

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Execvation of structures :-Earth work in excavation of foundation of structures as per drawing and technical specifications including setting out , construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and backfilling with excavated suitable material. I) Ordinary soil A) Manual Means (b) With dewaterting (ii) 3m to 6m depth

103.77

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200.01

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Providing and constructing temporary Island 16 m diameter for construction of well foundation for 6m dia well.complete as per clause 1203.2 of MORTH specifications. B. Assuming Depth of water 4.0 m and height of islnd 4.25 m

12

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846130.44

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Providing and constructing one span service road to reach island location from one pier location to another pier location

446.4

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4037.49

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Providing and laying cutting edge of mild steel weighting 40 kg per meter for well foundation complete as per drowing and technical specification.

22.46

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123492.05

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PCC/RCC Plain /Reinforced cement concrete in well foundation complete as per drowing and technical specification. (ii) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (A) Well Curb (II) RCC M-25 Case II : With Batching Plant, Transit Mixer and Concrete pump

543.22

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12514.75

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PCC/RCC Plain /Reinforced cement concrete in well foundation complete as per drowing and technical specification. (ii) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (B) Well Steining (v) RCC M-25 Case II : With Batching Plant, Transit Mixer and Concrete pump

7547.38

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11471.76

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PCC/RCC Plain /Reinforced cement concrete in well foundation complete as per drowing and technical specification. (ii) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (C) Bottom Plug (II) PCC M-25 Case II : With Batching Plant, Transit Mixer and Crane/Concrete pump

1362.21

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9759.81

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PCC/RCC Plain /Reinforced cement concrete in well foundation complete as per drowing and technical specification. (ii) Without plasticiser (E) Top Plug (II) PCC M-20 Case I : using Concrete pump

129.96

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7489.63

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PCC/RCC Plain /Reinforced cement concrete in well foundation complete as per drowing and technical specification. (ii) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (F) Well Cap (iv) RCC M-35 Case II : With Batching Plant, Transit Mixer and Crane/Concrete pump

819.35

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11254.8

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Sinking of 8.00 m external diameter well (other than pneumatic method of sinking) Through all types of strata namely sandy soil,clayed soil and rock as shown in each case complete as per drowing and technical specification,depth of sinking is rekonewed from bed level. (A)Sandy Soil (I) Depth below bed level upto 3.00m

36

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9947.39

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Sinking of 8.00 m external diameter well (other than pneumatic method of sinking) Through all types of strata namely sandy soil,clayed soil and rock as shown in each case complete as per drowing and technical specification,depth of sinking is rekonewed from bed level. (A)Sandy Soil (II) Beyond 3.00m upto 10m depth.

84

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12275.19

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Sinking of 8.00 m external diameter well (other than pneumatic method of sinking) Through all types of strata namely sandy soil,clayed soil and rock as shown in each case complete as per drowing and technical specification,depth of sinking is rekonewed from bed level. (A)Sandy Soil (III) Beyond 10m upto 20m depth.

120

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16210.98

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Sinking of 8.00 m external diameter well (other than pneumatic method of sinking) Through all types of strata namely sandy soil,clayed soil and rock as shown in each case complete as per drowing and technical specification,depth of sinking is rekonewed from bed level. (A)Sandy Soil (III) Beyond 20m upto 30m depth.

72

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30408.3

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Sinking of 10.00 m external diameter well (other than pneumatic method of sinking) Through all types of strata namely sandy soil,clayed soil and rock as shown in each case complete as per drowing and technical specification,depth of sinking is rekonewed from bed level. (A)Sandy Soil (I) Depth below bed level upto 3.00m

6

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12115.85

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Sinking of 10.00 m external diameter well (other than pneumatic method of sinking) Through all types of strata namely sandy soil,clayed soil and rock as shown in each case complete as per drowing and technical specification,depth of sinking is rekonewed from bed level. (A)Sandy Soil (II) Beyond 3.00m upto 10m depth.

14

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14217.66

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Sinking of 10.00 m external diameter well (other than pneumatic method of sinking) Through all types of strata namely sandy soil,clayed soil and rock as shown in each case complete as per drowing and technical specification,depth of sinking is rekonewed from bed level. (A)Sandy Soil (III) Beyond 10m upto 20m depth.

20

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18778.34

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Sinking of 10.00 m external diameter well (other than pneumatic method of sinking) Through all types of strata namely sandy soil,clayed soil and rock as shown in each case complete as per drowing and technical specification,depth of sinking is rekonewed from bed level. (A)Sandy Soil (III) Beyond 20m upto 30m depth.

5

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35222.1

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Sand filling in well complete as per drawing and technical specification cluase 1000 &1202.

5722.76

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1636.24

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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

340.96

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88581.83

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Plain and reinforced cement concrete in substructure : complete as per drawing and technical specification and steel shuttering formwork.(ii) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (F)RCC grade M-25 (a) Height upto 5m. Case-II: With Batching Plant, Transit Mixer and Concrete Pump.

810.58

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11471.76

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Supplying,fitting and placing TMT- IS:1786 ( Fe-500) bar reinforcement in sub-structure complete as per drawing and technical specification. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

135.38

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88733.25

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Back filling behind abutment wing wall return wall as per drowing and technical specification clause 1204.3.8 A) Granular Material

466.23

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1604.6

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Supplying, fitting and fixing in position true to line and level cast steel rocker bearing capacity conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

10530

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821.51

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Supplying, fitting and fixing in position true to line and level cast steel roller bearing capacity conforming to IRC: 83(Pt.-1) section IX and clause 2003 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

10530

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709.64

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Furnishing and placing reinforced/prestessed cement concrete in superstructure as per drawing and technical specification including incuding steel shuttering formork. (ii) With plasticiser (Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser (Masterplast PAE or equivalent) and accelerating plasticiser (Masterplast ACPL or equivalent) conforming to IS-9103-1999. (E) PSC M-40 Grade Case II : Using Batching Plant,Transit Mixer and concrete Pump (ii) For T-beam & Slab (a) Height 5.0m to 10.00m.

4163.06

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14079.8

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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)

608.24

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90481.36

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High tensile steel wires/strands including all accessories for stressing operations and grouting complete as per drawing and technical specification.

109.33

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177672.16

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Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specifications.

271.73

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16451.67

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Consruction of precast R C C railing of M-30 grade in cast in situ 20mm nominal size aggregate true to the line and grade , tollerance of vertical railing post not exceed 1 in 500 c/c between vertical posts not to exceed 2000mm as per drowing and technical specification.

965.9

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2612.56

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Drainage spouts complete as per drawing and technical specifications clause 1209.

156

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10018.58

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PCC M-15 levelling course bellow approach slab as per drowing and technical specification.

6.38

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6781.13

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (b) TMT-IS 1786 ( Fe-500 D) Secondary Producer (ISI approved)

19.13

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14884.36

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Strip Seal Expansion joints : Providing and laying strip seal expansion joints catering to amaximum horizontal molvement upto 70mm, complete as perapproved drawing and standard specifications to be installed by the manufacture/ supplier or their authorised representative ensuring compliance to the manufacture,s instruction for installation

105

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31369.92

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Tree Plantation : Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

102

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745.81

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Carrying out Sub Soil investigation (SSI) for all type of soil (except boring in rock) upto depth of 30 m or refusal (N=100) for each foundation location as per IRC 78-2014 and submission of SSI report to the Engineer in charge for approval. Preparation & submission of Design calculation & Drawings of foundation , sub structure,Super structure as relevant IRC Codes and SSI Report , 2 (two) each of Design & Drawing of each bridge to be bmitted for approval and 8 (eight) copies after approval of competent authority.

1

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1200000



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