Public Works Roads Department Tender
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Costs
EMD
₹ 24,71,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Nagaon District I. Br. No. 1/1 On Sapatkara To Geruati Rd Ii.br. No. 1/1 On Pub Magurmari To Kawaimari Rd Iii.br. No. 2/1 On Majuli To Bhatiakhali
Description
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Contact
Tender Id
2024_PWRDW_35192_4Bid Award Id
ViewTender No
CEEAPARRBP111TENDERS2023ptI64Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test i) Br. No. 1/1 on Sapatkara to Geruati Road
836
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
880
-
-
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) i) Br. No. 1/1 on Sapatkara to Geruati Road
40
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
17
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Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job
i) Br. No. 1/1 on Sapatkara to Geruati Road
4
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Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
4
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Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
i) Br. No. 1/1 on Sapatkara to Geruati Road
216
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Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
360
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Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing
i) Br. No. 1/1 on Sapatkara to Geruati Road
0.58
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Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
2.91
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m
i) Br. No. 1/1 on Sapatkara to Geruati Road
662.41
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
881.15
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m
iii) Br. No. 2/1 on Majuli to Bhatiakhali
270.34
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Levelling course for Pile cap
i) Br. No. 1/1 on Sapatkara to Geruati Road
19.12
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Levelling course for Pile cap
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
19.74
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-
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Cement concrete for reinforced concrete in Pile cap, Tie Beam complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) i) Br. No. 1/1 on Sapatkara to Geruati Road
201.96
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Cement concrete for reinforced concrete in Pile cap, Tie Beam complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
272.48
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-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
i) Br. No. 1/1 on Sapatkara to Geruati Road
59.02
-
-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
89.47
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-
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. A.Well curb, RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
iii) Br. No. 2/1 on Majuli to Bhatiakhali
99.29
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-
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. B.Well steining , RCC M35 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump cum iii) Br. No. 2/1 on Majuli to Bhatiakhali
1493.2
-
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. C.Bottom Plug, PCC Grade M25 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
iii) Br. No. 2/1 on Majuli to Bhatiakhali
463.44
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-
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. E. Top Plug , PCC Grade M25 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
iii) Br. No. 2/1 on Majuli to Bhatiakhali
12.1
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-
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Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. F. Well Cap RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
iii) Br. No. 2/1 on Majuli to Bhatiakhali
215.02
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Supplying, cutting, bending and fixing in position high yield strength deformed bars.Fe 500D
iii) Br. No. 2/1 on Majuli to Bhatiakhali
151.9
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-
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Sinking of well for pier/abutment through any type of soil and sand.
For depth up to 10 M
iii) Br. No. 2/1 on Majuli to Bhatiakhali
30
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Sinking of well for pier/abutment through any type of soil and sand.
For depth from 10 M to 25 M iii) Br. No. 2/1 on Majuli to Bhatiakhali
45
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Sinking of well for pier/abutment through any type of soil and sand.
For depth from 25 M to 40 M iii) Br. No. 2/1 on Majuli to Bhatiakhali
15
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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.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
6.33
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Providing and filling sand in between the top and bottom plugs with good sand in layers inclding compacting as directed.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
638.9
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Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on Sapatkara to Geruati Road
76.25
-
-
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Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
92.01
-
-
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Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, abutment shaft, pier, pier cap,& abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
iii) Br. No. 2/1 on Majuli to Bhatiakhali
92.61
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-
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Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M25 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on Sapatkara to Geruati Road
132.6
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-
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Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M25 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
39.77
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-
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Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m i) Br. No. 1/1 on Sapatkara to Geruati Road
2.66
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-
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Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
2.66
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-
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Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Using Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m iii) Br. No. 2/1 on Majuli to Bhatiakhali
6.27
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-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 in substructure
i) Br. No. 1/1 on Sapatkara to Geruati Road
28.81
-
-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 in substructure
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
22.75
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-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 in substructure
iii) Br. No. 2/1 on Majuli to Bhatiakhali
23.32
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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. 1/1 on Sapatkara to Geruati Road
111.98
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-
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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 Pub Magurmari to Kawaimari Road
85.27
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-
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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.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
36.35
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
i) Br. No. 1/1 on Sapatkara to Geruati Road
377.84
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
361.79
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
iii) Br. No. 2/1 on Majuli to Bhatiakhali
192.95
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (1000 mm c/c)
i) Br. No. 1/1 on Sapatkara to Geruati Road
124
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (1000 mm c/c)
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
40
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-
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (1000 mm c/c)
iii) Br. No. 2/1 on Majuli to Bhatiakhali
28
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-
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of
MORTH&S Specification complete as per drawing and approved technical specification.
i) Br. No. 1/1 on Sapatkara to Geruati Road
1380
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-
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of
MORTH&S Specification complete as per drawing and approved technical specification.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
1380
-
-
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of
MORTH&S Specification complete as per drawing and approved technical specification.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
1320
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Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format.
i) Br. No. 1/1 on Sapatkara to Geruati Road
4
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Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
4
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Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
6
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Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department
i) Br. No. 1/1 on Sapatkara to Geruati Road
4
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Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
4
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-
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Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department
iii) Br. No. 2/1 on Majuli to Bhatiakhali
6
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Plain/Reinforced cement concrete, (PSC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser D. PSC Grade M40
Case II Using Batching Plant, Transit Mixer and Concrete Pump
II. For T-beam & slab
b Height 5m to 10m i) Br. No. 1/1 on Sapatkara to Geruati Road
142.18
-
-
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Plain/Reinforced cement concrete, (PSC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser D. PSC Grade M40 Case II Using Batching Plant, Transit Mixer and Concrete Pump
II. For T-beam & slab
b Height 5m to 10m ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
142.18
-
-
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Plain/Reinforced cement concrete, (RCC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser D. RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Concrete Pump
II. For T-beam & slab
b Height 5m to 10m iii) Br. No. 2/1 on Majuli to Bhatiakhali
136.77
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on Sapatkara to Geruati Road
89.18
-
-
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
89.18
-
-
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & RCC Cross Girder Height 5m to 10m Case II Using Batching Plant, Transit Mixer and Concrete Pump
iii) Br. No. 2/1 on Majuli to Bhatiakhali
120.54
-
-
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
i) Br. No. 1/1 on Sapatkara to Geruati Road
7.98
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-
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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 Pub Magurmari to Kawaimari Road
7.88
-
-
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
iii) Br. No. 2/1 on Majuli to Bhatiakhali
7.98
-
-
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Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification. TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
i) Br. No. 1/1 on Sapatkara to Geruati Road
15.96
-
-
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Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
15.75
-
-
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Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
iii) Br. No. 2/1 on Majuli to Bhatiakhali
15.96
-
-
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.
i) Br. No. 1/1 on Sapatkara to Geruati Road
102.02
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
102.52
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-
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
120
-
-
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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. 1/1 on Sapatkara to Geruati Road
7.33
-
-
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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
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
7.33
-
-
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
i) Br. No. 1/1 on Sapatkara to Geruati Road
24.61
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
24.61
-
-
... More
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
iii) Br. No. 2/1 on Majuli to Bhatiakhali
98.07
-
-
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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. 1/1 on Sapatkara to Geruati Road
26.75
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
26.75
-
-
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
iii) Br. No. 2/1 on Majuli to Bhatiakhali
32.55
-
-
... More
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface
i) Br. No. 1/1 on Sapatkara to Geruati Road
3650.14
-
-
... More
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
3650.93
-
-
... More
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface
iii) Br. No. 2/1 on Majuli to Bhatiakhali
5309.22
-
-
... More
Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
i) Br. No. 1/1 on Sapatkara to Geruati Road
17
-
-
... More
Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
17
-
-
... More
Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
iii) Br. No. 2/1 on Majuli to Bhatiakhali
25.5
-
-
... More
Providing and fixing drainage spouts as per MORT & H specifications.
i) Br. No. 1/1 on Sapatkara to Geruati Road
16
-
-
... More
Providing and fixing drainage spouts as per MORT & H specifications.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
16
-
-
... More
Providing and fixing drainage spouts as per MORT & H specifications.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
10
-
-
... More
Span Load Test
Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt
i) Br. No. 1/1 on Sapatkara to Geruati Road
1
-
-
... More
Span Load Test
Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
1
-
-
... More
Span Load Test
Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt
iii) Br. No. 2/1 on Majuli to Bhatiakhali
1
-
-
... More
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
(B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m
For Toe wall
i) Br. No. 1/1 on Sapatkara to Geruati Road
262.5
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
i) Br. No. 1/1 on Sapatkara to Geruati Road
45.26
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
18.11
-
-
... More
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
iii) Br. No. 2/1 on Majuli to Bhatiakhali
20.77
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
i) Br. No. 1/1 on Sapatkara to Geruati Road
90.52
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
35.24
-
-
... More
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
iii) Br. No. 2/1 on Majuli to Bhatiakhali
41.53
-
-
... 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 Clause 1301
i) Br. No. 1/1 on Sapatkara to Geruati Road
245.4
-
-
... 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 Clause 1301
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
100.48
-
-
... 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 Clause 1301
iii) Br. No. 2/1 on Majuli to Bhatiakhali
79.48
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
i) Br. No. 1/1 on Sapatkara to Geruati Road
0.26
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
0.26
-
-
... More
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
0.24
-
-
... 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
i) Br. No. 1/1 on Sapatkara to Geruati Road
14064.58
-
-
... 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
5187.66
-
-
... 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
iii) Br. No. 2/1 on Majuli to Bhatiakhali
6860.21
-
-
... More
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
110.44
-
-
... 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 Clause 303.1.
i) Br. No. 1/1 on Sapatkara to Geruati Road
1294.61
-
-
... 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 Clause 303.1.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
1305.4
-
-
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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.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
1219.57
-
-
... 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 Clause 401.
i) Br. No. 1/1 on Sapatkara to Geruati Road
240.77
-
-
... 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 Clause 401.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
233.42
-
-
... 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 Clause 401.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
225.59
-
-
... 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
By Mechanical Means
i) Br. No. 1/1 on Sapatkara to Geruati Road
112.78
-
-
... 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
By Mechanical Means
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
109.13
-
-
... 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
By Mechanical Means
iii) Br. No. 2/1 on Majuli to Bhatiakhali
105.75
-
-
... 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means
i) Br. No. 1/1 on Sapatkara to Geruati Road
112.78
-
-
... 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
109.13
-
-
... 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 three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means
iii) Br. No. 2/1 on Majuli to Bhatiakhali
105.75
-
-
... More
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
i) Br. No. 1/1 on Sapatkara to Geruati Road
1503.75
-
-
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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.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
1455
-
-
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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.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
1260.5
-
-
... 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 Clause 309.
i) Br. No. 1/1 on Sapatkara to Geruati Road
3809.4
-
-
... 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 Clause 309.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
2656.25
-
-
... 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 Clause 309.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
1749.03
-
-
... More
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. 1/1 on Sapatkara to Geruati Road
2
-
-
... More
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 Pub Magurmari to Kawaimari Road
7
-
-
... More
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
iii) Br. No. 2/1 on Majuli to Bhatiakhali
9
-
-
... More
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) 600mm circular
i) Br. No. 1/1 on Sapatkara to Geruati Road
4
-
-
... More
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) 600mm circular
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
2
-
-
... More
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) 600mm circular
iii) Br. No. 2/1 on Majuli to Bhatiakhali
2
-
-
... More
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) 800mm x 600mm rectangular
i) Br. No. 1/1 on Sapatkara to Geruati Road
4
-
-
... More
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) 800mm x 600mm rectangular
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
6
-
-
... More
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) 800mm x 600mm rectangular
iii) Br. No. 2/1 on Majuli to Bhatiakhali
6
-
-
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Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash
Barrier (Providing and erecting a "W" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
i) Br. No. 1/1 on Sapatkara to Geruati Road
80
-
-
... More
Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash
Barrier (Providing and erecting a "W" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
80
-
-
... More
Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash
Barrier (Providing and erecting a "W" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
iii) Br. No. 2/1 on Majuli to Bhatiakhali
80
-
-
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
i) Br. No. 1/1 on Sapatkara to Geruati Road
69
-
-
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
68.8
-
-
... More
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
iii) Br. No. 2/1 on Majuli to Bhatiakhali
64
-
-
... More
Tree Plantation
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
i) Br. No. 1/1 on Sapatkara to Geruati Road
6
-
-
... More
Tree Plantation
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
6
-
-
... More
Tree Plantation
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
6
-
-
... More
Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
12
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-
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Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
66.67
-
-
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Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department)
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
41.24
-
-
... More
Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be
under custody of the contractor till taken over by the department)
iii) Br. No. 2/1 on Majuli to Bhatiakhali
50
-
-
... More
Construction of temporary Bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should be digonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work.
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
50
-
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Construction of temporary Bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should be digonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
60
-
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... 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
iii) Br. No. 2/1 on Majuli to Bhatiakhali
175
-
-
... 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 Clause 303.1.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
105
-
-
... 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 Clause 401.
iii) Br. No. 2/1 on Majuli to Bhatiakhali
53
-
-
... More
Air quality monitoring
At 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)*
i) Br. No. 1/1 on Sapatkara to Geruati Road
12
-
-
... More
Air quality monitoring
At 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)*
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
12
-
-
... More
Air quality monitoring
At 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)*
iii) Br. No. 2/1 on Majuli to Bhatiakhali
12
-
-
... More
Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 1/1 on Sapatkara to Geruati Road
6
-
-
... More
Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
6
-
-
... More
Air quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
iii) Br. No. 2/1 on Majuli to Bhatiakhali
6
-
-
... More
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)*
i) Br. No. 1/1 on Sapatkara to Geruati Road
12
-
-
... More
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)*
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
12
-
-
... More
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)*
iii) Br. No. 2/1 on Majuli to Bhatiakhali
12
-
-
... More
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 1/1 on Sapatkara to Geruati Road
6
-
-
... More
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
6
-
-
... More
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
iii) Br. No. 2/1 on Majuli to Bhatiakhali
6
-
-
... More
Noise quality monitoring at 3
Locations for 2 seasons for 2 consecutive years. (Construction Stage)*
i) Br. No. 1/1 on Sapatkara to Geruati Road
12
-
-
... More
Noise quality monitoring at 3
Locations for 2 seasons for 2 consecutive years. (Construction Stage)*
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
12
-
-
... More
Noise quality monitoring at 3
Locations for 2 seasons for 2 consecutive years. (Construction Stage)*
iii) Br. No. 2/1 on Majuli to Bhatiakhali
12
-
-
... More
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 1/1 on Sapatkara to Geruati Road
6
-
-
... More
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
6
-
-
... More
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
iii) Br. No. 2/1 on Majuli to Bhatiakhali
6
-
-
... More
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)*
i) Br. No. 1/1 on Sapatkara to Geruati Road
12
-
-
... More
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)*
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
12
-
-
... More
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)*
iii) Br. No. 2/1 on Majuli to Bhatiakhali
12
-
-
... More
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
i) Br. No. 1/1 on Sapatkara to Geruati Road
6
-
-
... More
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
6
-
-
... More
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
iii) Br. No. 2/1 on Majuli to Bhatiakhali
6
-
-
... More
Training related to Capacity Building
i) Br. No. 1/1 on Sapatkara to Geruati Road
2
-
-
... More
Training related to Capacity Building
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
2
-
-
... More
Training related to Capacity Building
iii) Br. No. 2/1 on Majuli to Bhatiakhali
2
-
-
... More
A Provisional sum (fixed amount) for items of Tree Cutting & Compensatry Aforestation of Rs. 56,353.00 (not to be changed by the Bidder in BOQ)
i) Br. No. 1/1 on Sapatkara to Geruati Road
1
-
-
... More
A Provisional sum (fixed amount) for items of Tree Cutting & Compensatry Aforestation of Rs. 57,453.00 (not to be changed by the Bidder in BOQ)
ii) Br. No. 1/1 on Pub Magurmari to Kawaimari Road
1
-
-
... More
A Provisional sum (fixed amount) for items of Tree Cutting & Compensatry Aforestation of Rs. 2,54,881.00 (not to be changed by the Bidder in BOQ)
iii) Br. No. 2/1 on Majuli to Bhatiakhali
1
-
-
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