Public Works Roads Department Tender
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Costs
EMD
₹ 9,97,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Sivasagar District I.br. No. 1/1 On Uriyamghat Road Ii.br. No. 1/1 On Laguabari To Chiguadubi Connecting Road
Description
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Contact
Tender Id
2024_PWRDW_35522_4Bid Award Id
ViewTender No
CEEAPARRBP111TENDERS2023PtII72Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
Technical Specification
BOQ Items
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Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical
specification. ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
1
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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 Dia = 1000 i) Br. No. on 1/1 Uriyamghat Road
216
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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 Dia = 1200 ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
372
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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 = 120 t) i) Br. No. on 1/1 Uriyamghat Road
180
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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 = 120 t) ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
240
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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of = 2.5x120 t i) Br. No. on 1/1 Uriyamghat Road
300
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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of = 2.5x120 t ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
800
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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. i) Br. No. on 1/1 Uriyamghat Road
6
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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 Laguabari to Chiguadubi Connecting Road
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 i) Br. No. on 1/1 Uriyamghat Road
109.01
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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 Laguabari to Chiguadubi Connecting Road
286.06
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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. i) Br. No. on 1/1 Uriyamghat Road
7.27
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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 Laguabari to Chiguadubi Connecting Road
12.24
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. on 1/1 Uriyamghat Road
31.55
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
87.38
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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. on 1/1 Uriyamghat Road
69.38
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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 Laguabari to Chiguadubi Connecting Road
86.57
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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure 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. on 1/1 Uriyamghat Road
8.01
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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure 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 Laguabari to Chiguadubi Connecting Road
19.68
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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. on 1/1 Uriyamghat Road
30
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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 Laguabari to Chiguadubi Connecting Road
46
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material i) Br. No. on 1/1 Uriyamghat Road
64.84
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
71.91
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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. on 1/1 Uriyamghat Road
14.41
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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 Laguabari to Chiguadubi Connecting Road
29.75
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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. on 1/1 Uriyamghat Road
1050
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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 Laguabari to Chiguadubi Connecting Road
2340
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. For T beam and slab, 1) Height up to 5.0 m. i) Br. No. on 1/1 Uriyamghat Road
68.68
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. For T beam and slab, 1) Height up to 5.0 m. ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
259.47
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m i) Br. No. on 1/1 Uriyamghat Road
8.87
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
29.81
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. on 1/1 Uriyamghat Road
16.8
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
53.44
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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. on 1/1 Uriyamghat Road
13.48
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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 Laguabari to Chiguadubi Connecting Road
34.29
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Drainage Spouts complete as per drawing and Technical specification i) Br. No. on 1/1 Uriyamghat Road
6
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Drainage Spouts complete as per drawing and Technical specification ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
20
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. on 1/1 Uriyamghat Road
8.05
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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 Laguabari to Chiguadubi Connecting 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-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. on 1/1 Uriyamghat 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-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
15.65
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Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. i) Br. No. on 1/1 Uriyamghat Road
16.9
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Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
25.35
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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. on 1/1 Uriyamghat 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 i) Br. No. on 1/1 Uriyamghat Road
12
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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 i) Br. No. on 1/1 Uriyamghat Road
20
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No. on 1/1 Uriyamghat Road
91.74
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
44.18
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder i) Br. No. on 1/1 Uriyamghat Road
183.48
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
132.54
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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. on 1/1 Uriyamghat Road
168.82
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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 Laguabari to Chiguadubi Connecting Road
309.31
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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. i) Depth up to 3.00 m (with dewatering) i) Br. No. on 1/1 Uriyamghat Road
127.28
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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. i) Depth up to 3.00 m (with dewatering) ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
85.25
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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. i) Br. No. on 1/1 Uriyamghat Road
8.88
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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 Laguabari to Chiguadubi Connecting Road
7.99
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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. G RCC Grade M30
(i) Using Concrete Mixer i) Br. No. on 1/1 Uriyamghat Road
20.79
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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. G RCC Grade M30
(i) Using Concrete Mixer ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
21.9
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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. on 1/1 Uriyamghat Road
1.67
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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 Laguabari to Chiguadubi Connecting Road
2.07
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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. on 1/1 Uriyamghat Road
27.09
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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 Laguabari to Chiguadubi Connecting Road
24.78
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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. on 1/1 Uriyamghat Road
3.72
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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 Laguabari to Chiguadubi Connecting Road
4.36
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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. on 1/1 Uriyamghat Road
72
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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 Laguabari to Chiguadubi Connecting Road
120
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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. on 1/1 Uriyamghat Road
33.18
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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 Laguabari to Chiguadubi Connecting Road
38.22
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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 Clause 301.5 (a) from private land i) Br. No. on 1/1 Uriyamghat Road
1176.34
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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 Clause 301.5 (a) from private land ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
7482.84
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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. (a) from private land i) Br. No. on 1/1 Uriyamghat Road
615.5
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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. (a) from private land ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
1175.46
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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.A)By Mix in Place Method (ii) for grading- II Material i) Br. No. on 1/1 Uriyamghat Road
98.89
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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.A)By Mix in Place Method (ii) for grading- II Material ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
280.24
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WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) 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 Clause 405.(b) Manual means i) Br. No. on 1/1 Uriyamghat Road
46.41
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WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (II) 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 Clause 405.(b) Manual means ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
130.78
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WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) 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 Clause 405. (b) By Manual Means i) Br. No. on 1/1 Uriyamghat Road
46.41
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WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) 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 Clause 405. (b) By Manual Means ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
130.78
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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) Including Edge block/ Edge restraints i) Br. No. on 1/1 Uriyamghat Road
608.75
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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) Including Edge block/ Edge restraints ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
1741.14
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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. on 1/1 Uriyamghat Road
2683.28
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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 Laguabari to Chiguadubi Connecting 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 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. on 1/1 Uriyamghat Road
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) 600mm equilateral triangle ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
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. (ii) 800mm x 600mm rectangular i) Br. No. on 1/1 Uriyamghat Road
8
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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. (ii) 800mm x 600mm rectangular ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
8
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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. (iii) 600mm circular i) Br. No. on 1/1 Uriyamghat Road
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. (iii) 600mm circular ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
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.) i) Br. No. on 1/1 Uriyamghat Road
80
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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 Laguabari to Chiguadubi Connecting Road
120
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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. on 1/1 Uriyamghat Road
15
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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 Laguabari to Chiguadubi Connecting Road
25
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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. i) Br. No. on 1/1 Uriyamghat Road
100
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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 Laguabari to Chiguadubi Connecting Road
300
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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. i) Br. No. on 1/1 Uriyamghat Road
25
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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 Laguabari to Chiguadubi Connecting Road
20
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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)
i) Br. No. on 1/1 Uriyamghat 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 Laguabari to Chiguadubi Connecting Road
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. on 1/1 Uriyamghat 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 Laguabari to Chiguadubi Connecting Road
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. on 1/1 Uriyamghat 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 Laguabari to Chiguadubi Connecting Road
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. on 1/1 Uriyamghat 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 Laguabari to Chiguadubi Connecting Road
6
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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. on 1/1 Uriyamghat 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 Laguabari to Chiguadubi Connecting Road
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. on 1/1 Uriyamghat 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)
ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
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. on 1/1 Uriyamghat 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 Laguabari to Chiguadubi Connecting Road
12
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Implementation of Enviromental and Social Management Plan
Soli quality monitoring at 3 locations for 2 seasons for 1 Year
(Operation Stage)
i) Br. No. on 1/1 Uriyamghat Road
6
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Implementation of Enviromental and Social Management Plan
Soli quality monitoring at 3 locations for 2 seasons for 1 Year
(Operation Stage)
ii) Br. No.1/1 on Laguabari to Chiguadubi Connecting Road
6
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A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 2,29,813.00 (not to be changed by the Bidder in BOQ)
i) Br. No. on 1/1 Uriyamghat 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 Laguabari to Chiguadubi Connecting Road
1
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