Public Works Roads Department Tender

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Public Works Roads Department - PWRD Tender

Works
Civil And Construction
Bridge Construction
Eprocure
Opening Date4 Nov 2023
Closing Date4 Dec 2023
Tender Amount₹ 12,59,95,000 
Notes
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Costs

Summary

Construction Of Bridges In Lakhimpur District I.br. No. 4/1 On Tanuchuk Solichuk Road Ii.br. No. 1/1 On Kinapathar Borchapori Road Topanbari Missing Gaon Road Iii.br. No. 3/1 On Horidah No. 1 To Horidah No. 2

Description

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Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) Depth up to 3.00 m (with dewatering) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

275.07

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Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) Depth up to 3.00 m (with dewatering) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

275.07

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Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. ii) Depth up to 3.00 m (with dewatering) i) Br. No. 4/1 on Tanuchuk Solichuk Road

366.83

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I) In Ordinary Soil B. Mechanical means. ii) 3.00m to 6.00 m depth (with dewatering) i) Br. No. 4/1 on Tanuchuk Solichuk Road

396.06

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Providing and constructing temporary island for construction of well foundation complete as per technical specification. (a) For 6m dia. Well (ii) Depth of water above 2.0 m upto 3.0 m i) Br. No. 4/1 on Tanuchuk Solichuk Road

2

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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. 4/1 on Tanuchuk Solichuk Road

84.8

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Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification. i) Br. No. 4/1 on Tanuchuk Solichuk Road

5.66

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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, A. Well Curb, (iv) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 4/1 on Tanuchuk Solichuk Road

129.34

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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, B. Well Steining, (viii) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 4/1 on Tanuchuk Solichuk Road

1753.8

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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, C.Bottom Plug, (ii) PCC M25 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 4/1 on Tanuchuk Solichuk Road

319.04

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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, F.Well Cap, (iv) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 4/1 on Tanuchuk Solichuk Road

237.77

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Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (i) Depth below bed level upto 3.0 M i) Br. No. 4/1 on Tanuchuk Solichuk Road

6

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Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (ii) Beyond 3m upto 10m depth i) Br. No. 4/1 on Tanuchuk Solichuk Road

14

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Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (iii) Beyond 10m upto 20m i) Br. No. 4/1 on Tanuchuk Solichuk Road

20

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Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (iv) Beyond 20m upto 30m i) Br. No. 4/1 on Tanuchuk Solichuk Road

8

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Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (i) Depth below bed level upto 3.0 M i) Br. No. 4/1 on Tanuchuk Solichuk Road

6

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Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (ii) Beyond 3m upto 10m depth i) Br. No. 4/1 on Tanuchuk Solichuk Road

14

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Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (iii) Beyond 10m upto 20m i) Br. No. 4/1 on Tanuchuk Solichuk Road

20

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Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (iv) Beyond 20m upto 30 m, (a) For Sinking i) Br. No. 4/1 on Tanuchuk Solichuk Road

12

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Supplying, fitting and placing uncoated TMT 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) i) Br. No. 4/1 on Tanuchuk Solichuk Road

85.91

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Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile diameter = 1200 mm ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

240

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Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile diameter = 1200 mm iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

240

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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 160 t ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

240

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b) Routine Load Test of 2x160x2.50 2 Nos. test for piles upto 50 Nos. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

400

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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 160 t iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

240

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b) Routine Load Test of 2x160x2.50 2 Nos. test for piles upto 50 Nos. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

400

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Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

8

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Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

8

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Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

159.73

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Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

159.73

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Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

9.43

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Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

9.43

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Supplying, fitting and placing uncoated TMT 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) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

52.34

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Supplying, fitting and placing uncoated TMT 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) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

52.34

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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

64.55

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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

99.22

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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer i) Br. No. 4/1 on Tanuchuk Solichuk Road

394.69

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Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications. b) (a) 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 Kinapathar Borchapori Road to Panbari Missing Gaon Road

12.56

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Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications. b) (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

17.46

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Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications. b) (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 4/1 on Tanuchuk Solichuk Road

55.9

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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 specification. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

23

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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 specification. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

23

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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 specification. i) Br. No. 4/1 on Tanuchuk Solichuk Road

124

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

96.33

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

141.09

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification i) Br. No. 4/1 on Tanuchuk Solichuk Road

210.3

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards 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 Kinapathar Borchapori Road to Panbari Missing Gaon Road

39.86

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards 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. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

58.38

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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards 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. 4/1 on Tanuchuk Solichuk Road

87.02

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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, complete as per drawing and approved technical specification. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

1170

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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, complete as per drawing and approved technical specification. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

1170

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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, complete as per drawing and approved technical specification. i) Br. No. 4/1 on Tanuchuk Solichuk Road

6720

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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without Plasticiser D. RCC/ PSC grade M - 35 Case I : Using concrete mixer For T beam and slab, 1) Height up to 5.0 m ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

129.74

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E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

15.73

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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without Plasticiser D. RCC/ PSC grade M - 35 Case I : Using concrete mixer For T beam and slab, 1) Height up to 5.0 m iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

129.74

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E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

15.73

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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without Plasticiser D. RCC/ PSC grade M - 35 Case I : Using concrete mixer For T beam and slab, 2) Height 5.0m to 10.0 m i) Br. No. 4/1 on Tanuchuk Solichuk Road

312.38

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For T beam and slab, 2) Height 5.0m to 10.0 m i) Br. No. 4/1 on Tanuchuk Solichuk Road

68

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For I-beam & slab including launching of precast girders by launching truss upto 40 m span b) Height 5.0m to 10.0 m i) Br. No. 4/1 on Tanuchuk Solichuk Road

577.19

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Supplying , fitting and placing TMT bar reinforcement 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) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

28.21

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Supplying , fitting and placing TMT bar reinforcement 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) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

28.21

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Supplying , fitting and placing TMT bar reinforcement 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) i) Br. No. 4/1 on Tanuchuk Solichuk Road

111.14

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High tensile steel wires / strands including all accessories for stressing , stressing operations and grouting complete as per drawing and technical specifications. i) Br. No. 4/1 on Tanuchuk Solichuk Road

33.34

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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 Kinapathar Borchapori Road to Panbari Missing Gaon Road

19.1

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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

19.1

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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. 4/1 on Tanuchuk Solichuk Road

75.46

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Providing Drainage Spouts complete as per approved drawing and technical specifications. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

10

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Providing Drainage Spouts complete as per approved drawing and technical specifications. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

10

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Providing Drainage Spouts complete as per approved drawing and technical specifications. i) Br. No. 4/1 on Tanuchuk Solichuk Road

48

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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 Kinapathar Borchapori Road to Panbari Missing Gaon Road

8.05

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

8.05

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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 4/1 on Tanuchuk Solichuk Road

8.05

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

15.65

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

15.65

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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 i) Br. No. 4/1 on Tanuchuk Solichuk Road

15.65

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Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

16.9

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Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

16.9

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Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. i) Br. No. 4/1 on Tanuchuk Solichuk Road

33.8

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Span Load Test - Load testing of one or more spans of bridges 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 100.00 mt or part there for in the span load capacity up to 800.00 mt. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

1

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Span Load Test - Load testing of one or more spans of bridges 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 100.00 mt or part there for in the span load capacity up to 800.00 mt. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

1

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Span Load Test - Load testing of one or more spans of bridges 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 100.00 mt or part there for in the span load capacity up to 800.00 mt. i) Br. No. 4/1 on Tanuchuk Solichuk Road

1

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Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

12

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Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

12

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Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department i) Br. No. 4/1 on Tanuchuk Solichuk Road

24

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Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

20

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Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

20

-

-

... More
Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format i) Br. No. 4/1 on Tanuchuk Solichuk Road

60

-

-

... More
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. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

417.59

-

-

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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. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

526.4

-

-

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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. i) Br. No. 4/1 on Tanuchuk Solichuk Road

680.66

-

-

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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications. Stone/Boulder ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

227.7

-

-

... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications. Stone/Boulder iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

227.7

-

-

... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications. Stone/Boulder i) Br. No. 4/1 on Tanuchuk Solichuk Road

219.42

-

-

... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

113.85

-

-

... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

113.85

-

-

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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. i) Br. No. 4/1 on Tanuchuk Solichuk Road

109.71

-

-

... More
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. i) Depth up to 3.00 m (with dewatering) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

179.78

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-

... More
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material. I) In Ordinary Soil B. Mechanical means. i) Depth up to 3.00 m (with dewatering) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

208.42

-

-

... More
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil B. Mechanical means. i) Depth up to 3.00 m (with dewatering) i) Br. No. 4/1 on Tanuchuk Solichuk Road

267.29

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser A. PCC Grade M15 ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

12.54

-

-

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G RCC Grade M30 (i) Using Concrete Mixer ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

42.89

-

-

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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser A. PCC Grade M15 iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

14.54

-

-

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G RCC Grade M30 (i) Using Concrete Mixer iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

61.83

-

-

... More
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser A. PCC Grade M15 i) Br. No. 4/1 on Tanuchuk Solichuk Road

18.65

-

-

... More
G RCC Grade M30 (i) Using Concrete Mixer i) Br. No. 4/1 on Tanuchuk Solichuk Road

103.99

-

-

... More
Supplying, fitting and placing uncoated TMT 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) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

3.13

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-

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Supplying, fitting and placing uncoated TMT 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) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

3.61

-

-

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Supplying, fitting and placing uncoated TMT 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) i) Br. No. 4/1 on Tanuchuk Solichuk Road

6.26

-

-

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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

46.52

-

-

... More
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

60.42

-

-

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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer i) Br. No. 4/1 on Tanuchuk Solichuk Road

98

-

-

... More
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) 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 Kinapathar Borchapori Road to Panbari Missing Gaon Road

5.87

-

-

... More
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

7.48

-

-

... More
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 4/1 on Tanuchuk Solichuk Road

15.24

-

-

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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 specification. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

72

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-

... More
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 specification. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

72

-

-

... More
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 specification. i) Br. No. 4/1 on Tanuchuk Solichuk Road

96

-

-

... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards 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 Kinapathar Borchapori Road to Panbari Missing Gaon Road

47.46

-

-

... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards 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. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

53.76

-

-

... More
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards 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. 4/1 on Tanuchuk Solichuk Road

68.46

-

-

... More
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

4965.01

-

-

... More
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

4434.65

-

-

... More
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. i) Br. No. 4/1 on Tanuchuk Solichuk Road

6396.35

-

-

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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. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

858.57

-

-

... More
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. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

550.72

-

-

... More
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. i) Br. No. 4/1 on Tanuchuk Solichuk Road

1999.77

-

-

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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. A)By Mix in Place Method ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

149.63

-

-

... More
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. A)By Mix in Place Method iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

104.06

-

-

... More
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. A)By Mix in Place Method i) Br. No. 4/1 on Tanuchuk Solichuk Road

289.35

-

-

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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 smooth wheel roller 80-100 kN 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 2 as per Technical Specification . Manual means WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

70.31

-

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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 smooth wheel roller 80-100 kN 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 2 as per Technical Specification . Manual means WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

49.22

-

-

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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 smooth wheel roller 80-100 kN 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 2 as per Technical Specification . Manual means WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II i) Br. No. 4/1 on Tanuchuk Solichuk Road

135

-

-

... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification. By Manual Means WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

70.31

-

-

... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification. By Manual Means WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

49.22

-

-

... More
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification. By Manual Means WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III i) Br. No. 4/1 on Tanuchuk Solichuk Road

135

-

-

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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 complete including carriage. Including Edge block/ Edge restraints ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

941.03

-

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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 complete including carriage. Including Edge block/ Edge restraints iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

662.51

-

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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 complete including carriage. Including Edge block/ Edge restraints i) Br. No. 4/1 on Tanuchuk Solichuk Road

1790.27

-

-

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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. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

2683.28

-

-

... More
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. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

2683.28

-

-

... More
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. i) Br. No. 4/1 on Tanuchuk Solichuk Road

2683.28

-

-

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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 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. 600mm equilateral triangle ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

4

-

-

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ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road 800 mm x 600mm rectangular

8

-

-

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ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road 600 mm circular

4

-

-

... More
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting 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. 600mm equilateral triangle iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

4

-

-

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iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2 800 mm x 600mm rectangular

8

-

-

... More
iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2 600 mm circular

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 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. 600 mm equilateral triangle i) Br. No. 4/1 on Tanuchuk Solichuk Road

4

-

-

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i) Br. No. 4/1 on Tanuchuk Solichuk Road 800 mm x 600mm rectangular

8

-

-

... More
i) Br. No. 4/1 on Tanuchuk Solichuk Road 600 mm circular

4

-

-

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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 150mmX75mmX5mm, 330mm long complete as per clause 810.) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

80

-

-

... More
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 150mmX75mmX5mm, 330mm long complete as per clause 810.) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

80

-

-

... More
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 150mmX75mmX5mm, 330mm long complete as per clause 810.) i) Br. No. 4/1 on Tanuchuk Solichuk Road

120

-

-

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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 Kinapathar Borchapori Road to Panbari Missing Gaon Road

25

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-

... More
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. iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

25

-

-

... More
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. 4/1 on Tanuchuk Solichuk Road

25

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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

25

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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department i) Br. No. 4/1 on Tanuchuk Solichuk Road

120

-

-

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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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

100

-

-

... More
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. i) Br. No. 4/1 on Tanuchuk Solichuk Road

100

-

-

... More
Implementation of Enviromental and Social Management Plan -Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) i) Br. No. 4/1 on Tanuchuk Solichuk Road

12

-

-

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Implementation of Enviromental and Social Management Plan -Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

12

-

-

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Implementation of Enviromental and Social Management Plan -Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

12

-

-

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Implementation of Enviromental and Social Management Plan -Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) i) Br. No. 4/1 on Tanuchuk Solichuk Road

6

-

-

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Implementation of Enviromental and Social Management Plan -Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

6

-

-

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Implementation of Enviromental and Social Management Plan -Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

6

-

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Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) i) Br. No. 4/1 on Tanuchuk Solichuk Road

12

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Implementation of Enviromental 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 Kinapathar Borchapori Road to Panbari Missing Gaon Road

12

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Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

12

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Implementation of Enviromental and Social Management Plan -Water quality monitoring at 3 locations for 2 seasons for 1 year(operation Stage) i) Br. No. 4/1 on Tanuchuk Solichuk Road

6

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Implementation of Enviromental and Social Management Plan -Water quality monitoring at 3 locations for 2 seasons for 1 year(operation Stage) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

6

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Implementation of Enviromental and Social Management Plan -Water quality monitoring at 3 locations for 2 seasons for 1 year(operation Stage) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

6

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-

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Implementation of Enviromental and Social Management Plan -Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) i) Br. No. 4/1 on Tanuchuk Solichuk Road

12

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Implementation of Enviromental 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 Kinapathar Borchapori Road to Panbari Missing Gaon Road

12

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Implementation of Enviromental and Social Management Plan -Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

12

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Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) i) Br. No. 4/1 on Tanuchuk Solichuk Road

6

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-

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Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

6

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Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

6

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Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) i) Br. No. 4/1 on Tanuchuk Solichuk Road

12

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Implementation of Enviromental 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 Kinapathar Borchapori Road to Panbari Missing Gaon Road

12

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-

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Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

12

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Implementation of Enviromental and Social Management Plan -Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) i) Br. No. 4/1 on Tanuchuk Solichuk Road

6

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-

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Implementation of Enviromental and Social Management Plan -Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

6

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-

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Implementation of Enviromental and Social Management Plan -Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

6

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A Provisional sum (fixed amount) for items of Utility shifting of Rs. 1,50,000.00 (not to be changed by the Bidder in BOQ) i) Br. No. 4/1 on Tanuchuk Solichuk Road

1

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A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 2,01,086.00 (not to be changed by the Bidder in BOQ) ii) Br. No. 1/1 on Kinapathar Borchapori Road to Panbari Missing Gaon Road

1

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A Provisional sum (fixed amount) for items of Utility Shifting & tree felling/plantation of Rs. 3,18,539.00 (not to be changed by the Bidder in BOQ) iii) Br. No. 3/1 on Horidah No. 1 to Horidah No. 2

1

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