Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date29 Nov 2023
Closing Date29 Dec 2023
Tender Amount₹ 8,07,35,000 
Notes
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Costs

Summary

Construction Of Bridges In Morigaon District I. Br. No. 3/2 On Laharighat To Dakhin Bagalipara Ii. Br. No. 1/1 On Borbori Norshingbori Road

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Providing and constructing one span service road to reach island location from one pier location to another pier location i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

25

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Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

970.5

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Pile load test on single vertical pile in accordance with IS:2911(Part-IV). a). Initial and Routine load test ii) Br. No. 1/1 on Borbori Norshingbori Road

836.5

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Pile load test on single vertical pile in accordance with IS:2911(Part-IV). B. (Lateral load test) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

23

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Pile load test on single vertical pile in accordance with IS:2911(Part-IV). B. (Lateral load test) ii) Br. No. 1/1 on Borbori Norshingbori Road

22

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Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

6

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Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job ii) Br. No. 1/1 on Borbori Norshingbori Road

10

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Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

528

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Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) ii) Br. No. 1/1 on Borbori Norshingbori Road

464

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Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing ii) Br. No. 1/1 on Borbori Norshingbori Road

12.73

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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, 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. (B) Mechanical Means (II) With dewatering (i) Depth upto 3 m i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

952.39

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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, 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. (B) Mechanical Means (II) With dewatering (i) Depth upto 3 m ii) Br. No. 1/1 on Borbori Norshingbori Road

684.62

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Levelling course for Pile cap i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

33.37

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Levelling course for Pile cap ii) Br. No. 1/1 on Borbori Norshingbori Road

24.04

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Cement concrete for reinforced concrete in Pile cap, Tie Beam complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

352.35

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Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) ii) Br. No. 1/1 on Borbori Norshingbori Road

387.05

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Piles - Abutments,pier,pile cap - Abutments & piers i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

106.38

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 ii) Br. No. 1/1 on Borbori Norshingbori Road

110.84

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Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, abutment shafts & Pier, Piercap & Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

124.49

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Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on Borbori Norshingbori Road

105.68

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Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M25 b. Height 5m to 10m Case II. Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on Borbori Norshingbori Road

73.3

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Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

5.87

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Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m ii) Br. No. 1/1 on Borbori Norshingbori Road

5.44

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 Abutment ,Abutment cap,Dirt wall ,Pier ,Pier cap,Pedestal,Sesmic arrestor, Riding Return wall, Fly Return wall,U-Return wall i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

43.94

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 ii) Br. No. 1/1 on Borbori Norshingbori Road

27.91

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

173.04

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. ii) Br. No. 1/1 on Borbori Norshingbori Road

101

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

611.41

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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material ii) Br. No. 1/1 on Borbori Norshingbori Road

348.26

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (1000 mm c/c) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

242

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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (1000 mm c/c) ii) Br. No. 1/1 on Borbori Norshingbori Road

132

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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. FIX,FREE,LONG,TRANS 90 MT i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

1080

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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of MORTH&S Specification complete as per drawing and approved technical specification. ii) Br. No. 1/1 on Borbori Norshingbori Road

1320

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Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

6

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Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. ii) Br. No. 1/1 on Borbori Norshingbori Road

8

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Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

6

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Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department ii) Br. No. 1/1 on Borbori Norshingbori Road

8

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Plain/Reinforced cement concrete, (RCC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

93.31

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Plain/Reinforced cement concrete, (RCC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M35 Height 5m to 10m ii) Br. No. 1/1 on Borbori Norshingbori Road

139.22

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab, RCC Crosss Girder Height 5m to 10m Case II Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

84.95

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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m Case II Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on Borbori Norshingbori Road

120.54

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

7.98

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 1/1 on Borbori Norshingbori Road

7.82

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Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

15.96

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Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Borbori Norshingbori Road

15.65

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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

114.72

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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. ii) Br. No. 1/1 on Borbori Norshingbori Road

125.32

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 RCC Girder,300 mm wide Diaphragm,Deck slab i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

31.98

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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 ii) Br. No. 1/1 on Borbori Norshingbori Road

41.84

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

26.75

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 1/1 on Borbori Norshingbori Road

32.38

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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

2571.62

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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface ii) Br. No. 1/1 on Borbori Norshingbori Road

2968.96

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Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

25.5

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Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). ii) Br. No. 1/1 on Borbori Norshingbori Road

25.5

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Providing and fixing drainage spouts as per MORT & H specifications. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

32

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Providing and fixing drainage spouts as per MORT & H specifications. ii) Br. No. 1/1 on Borbori Norshingbori Road

20

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Span Load Test Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

1

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Span Load Test Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt ii) Br. No. 1/1 on Borbori Norshingbori Road

1

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 150 mm thk Granular material i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

61.87

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 150 mm Filter Media ii) Br. No. 1/1 on Borbori Norshingbori Road

103.59

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 300 mm thick boulder pitching i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

123.75

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 300 mm thick stone pitching ii) Br. No. 1/1 on Borbori Norshingbori Road

207.17

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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

134.52

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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301 ii) Br. No. 1/1 on Borbori Norshingbori Road

159.69

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

0.28

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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. ii) Br. No. 1/1 on Borbori Norshingbori Road

0.24

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

8800.03

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ii) Br. No. 1/1 on Borbori Norshingbori Road

6788.49

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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ii) Br. No. 1/1 on Borbori Norshingbori Road

150.24

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

1407.87

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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. ii) Br. No. 1/1 on Borbori Norshingbori Road

1378

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Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

257.78

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Construction of granular sub-base by providing well 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 smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii) Br. No. 1/1 on Borbori Norshingbori Road

222.55

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

120.66

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means ii) Br. No. 1/1 on Borbori Norshingbori Road

104.34

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

120.66

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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Mechanical Means ii) Br. No. 1/1 on Borbori Norshingbori Road

104.34

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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

1459.25

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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. ii) Br. No. 1/1 on Borbori Norshingbori Road

1391.25

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Furnishing and laying of the live sods of perennial turf forming grass on embankment 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 Technical Specification Clause 309. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

4918.44

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Furnishing and laying of the live sods of perennial turf forming grass on embankment 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 Technical Specification Clause 309. ii) Br. No. 1/1 on Borbori Norshingbori Road

3666.44

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Providing and fixing of retro-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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i) 600mm equilateral triangle i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

2

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Providing and fixing of retro-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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i) 600mm equilateral triangle ii) Br. No. 1/1 on Borbori Norshingbori Road

3

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Providing and fixing of retro-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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801iii) 800mm x 600mm rectangular i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

4

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Providing and fixing of retro-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, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 i) 800mm x 600mm rectangular ii) Br. No. 1/1 on Borbori Norshingbori Road

2

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Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road 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 fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

80

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Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road 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 fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) ii) Br. No. 1/1 on Borbori Norshingbori Road

80

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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

74.6

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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. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

6

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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. ii) Br. No. 1/1 on Borbori Norshingbori Road

6

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Providing and constructing one span service road to reach island location from one pier location to another pier location i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

30

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Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

36

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Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

56

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Implementation of Environmental and Social Management Plan Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

12

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Implementation of Environmental and Social Management Plan Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Borbori Norshingbori Road

12

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-

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Implementation of Environmental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

6

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-

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Implementation of Environmental and Social Management Plan Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) ii) Br. No. 1/1 on Borbori Norshingbori Road

6

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-

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Implementation of Environmental and Social Management Plan Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

12

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Implementation of Environmental and Social Management Plan Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Borbori Norshingbori Road

12

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Implementation of Environmental and Social Management Plan Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

6

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-

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Implementation of Environmental and Social Management Plan Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on Borbori Norshingbori Road

6

-

-

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Implementation of Environmental and Social Management Plan Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

12

-

-

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Implementation of Environmental and Social Management Plan Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Borbori Norshingbori Road

12

-

-

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Implementation of Environmental and Social Management Plan Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

6

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-

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Implementation of Environmental and Social Management Plan Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on Borbori Norshingbori Road

6

-

-

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Implementation of Environmental and Social Management Plan Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

12

-

-

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Implementation of Environmental and Social Management Plan Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Borbori Norshingbori Road

12

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-

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Implementation of Environmental and Social Management Plan Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

6

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-

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Implementation of Environmental and Social Management Plan Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) ii) Br. No. 1/1 on Borbori Norshingbori Road

6

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Training related to Capacity Building i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

2

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Training related to Capacity Building ii) Br. No. 1/1 on Borbori Norshingbori Road

2

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A Provisional sum (fixed amount) for items of utility shifting and tree felling/plantation of Rs. 4,79,712.00 (not to be changed by the Bidder in BOQ) i) Br. No. 3/2 on Laharighat to Dakhin Bagalipara

1

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A Provisional sum (fixed amount) for items of utility shifting and tree felling/plantation of Rs. 53,177.00 (not to be changed by the Bidder in BOQ) ii) Br. No. 1/1 on Borbori Norshingbori Road

1

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