Public Works Roads Department Tender
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Costs
EMD
₹ 16,05,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Tinsukia District I) Br. No. 1/1 On Patorhal To Hollowgaon Ii) Br. No. 3/1 On Tamuli To Borgura Road
Description
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Contact
Tender Id
2024_PWRDW_37426_7Bid Award Id
ViewTender No
CE/EAP/ARRBP/01/Tenders2024/28Tender Authority
Public Works Roads Department ViewPurchaser Address
-
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Documents
BOQ Items
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
I) In Ordinary Soil
B. Mechanical means.ii) Depth up to 3.00 m (with dewatering) ii) Br. No. 3/1 on Tamuli to Borgura road
23.6
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-
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
I) In Ordinary Soil
B. Mechanical means ii) 3.00m to 6.00 m depth (with dewatering). ii) Br. No. 3/1 on Tamuli to Borgura road
110.52
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-
Providing and constructing temporary island for construction of well foundation complete as per technical specification. (a) For 6m dia. Well (ii) Depth of water above 2.0 m upto 3.0 m
ii) Br. No. 3/1 on Tamuli to Borgura road
1
-
-
Providing and constructing one span service road to reach island location from one pier location to another pier location
ii) Br. No. 3/1 on Tamuli to Borgura road
42.4
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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.
ii) Br. No. 3/1 on Tamuli to Borgura road
4.35
-
-
Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m.
Pile diameter = 1000 mm
i) Br. No.1/1 on Patorhal to Hollowgaon
216
-
-
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.1/1 on Patorhal to Hollowgaon
240
-
-
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.1/1 on Patorhal to Hollowgaon
400
-
-
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.1/1 on Patorhal to Hollowgaon
6
-
-
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.1/1 on Patorhal to Hollowgaon
109.01
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, A. Well Curb, (iv) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 3/1 on Tamuli to Borgura road
103.47
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, B. Well Steining, (viii) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 3/1 on Tamuli to Borgura road
1142.8
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, C.Bottom Plug, (ii) PCC M25 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 3/1 on Tamuli to Borgura road
258.39
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, D.Intermediate Plug, (ii) PCC M20 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 3/1 on Tamuli to Borgura road
11.32
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, E.Top Plug, (ii) PCC M20 Grade, Case I -Using Concrete Mixer
ii) Br. No. 3/1 on Tamuli to Borgura road
16.63
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, F.Well Cap, (iv) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 3/1 on Tamuli to Borgura road
179.1
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-
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is
rekonewed from bed level. (A) Sandy Soil (i) Depth below bed level upto 3.0 M
ii) Br. No. 3/1 on Tamuli to Borgura road
6
-
-
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is
rekonewed from bed level. (A) Sandy Soil (ii) Beyond 3m upto 10m depth
ii) Br. No. 3/1 on Tamuli to Borgura road
14
-
-
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is
rekonewed from bed level. (A) Sandy Soil (iii) Beyond 10m upto 20m
ii) Br. No. 3/1 on Tamuli to Borgura road
20
-
-
Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is
rekonewed from bed level. (A) Sandy Soil (i) Depth below bed level upto 3.0 M
ii) Br. No. 3/1 on Tamuli to Borgura road
3
-
-
Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is
rekonewed from bed level. (A) Sandy Soil (ii) Beyond 3m upto 10m depth
ii) Br. No. 3/1 on Tamuli to Borgura road
7
-
-
Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is
rekonewed from bed level. (A) Sandy Soil (iii) Beyond 10m upto 20m
ii) Br. No. 3/1 on Tamuli to Borgura road
10
-
-
Sinking of 6 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is
rekonewed from bed level. (A) Sandy Soil (iv) Beyond 20m upto 30 m, (a) For Sinking
ii) Br. No. 3/1 on Tamuli to Borgura road
6
-
-
Sand filling in wells complete as per drawing and technical specifications
ii) Br. No. 3/1 on Tamuli to Borgura road
1692.22
-
-
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.1/1 on Patorhal to Hollowgaon
7.79
-
-
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.1/1 on Patorhal to Hollowgaon
34.23
-
-
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. 3/1 on Tamuli to Borgura road
59.9
-
-
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.1/1 on Patorhal to Hollowgaon
97.23
-
-
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. 3/1 on Tamuli to Borgura road
242.51
-
-
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications. b) (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No.1/1 on Patorhal to Hollowgaon
10.16
-
-
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications. b) (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 3/1 on Tamuli to Borgura road
33.86
-
-
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.1/1 on Patorhal to Hollowgaon
34
-
-
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. 3/1 on Tamuli to Borgura road
88
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
i) Br. No.1/1 on Patorhal to Hollowgaon
76.51
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
ii) Br. No. 3/1 on Tamuli to Borgura road
158.32
-
-
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.1/1 on Patorhal to Hollowgaon
43.72
-
-
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. 3/1 on Tamuli to Borgura road
65.51
-
-
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.1/1 on Patorhal to Hollowgaon
1110
-
-
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. 3/1 on Tamuli to Borgura road
4480
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications.
(N) Without Plasticiser
D. RCC/ PSC grade M - 35 Case I : Using concrete mixer
For T beam and slab,
1) Height up to 5.0 m
i) Br. No.1/1 on Patorhal to Hollowgaon
94.29
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications.
(N) Without Plasticiser E. RCC Grade M-40, For T beam and slab
1) Height up to 5.0 m. i) Br. No.1/1 on Patorhal to Hollowgaon
11.48
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications.
(N) Without Plasticiser
D. RCC/ PSC grade M - 35 Case I : Using concrete mixer
For T beam and slab,
2) Height 5.0m to 10.0 m
ii) Br. No. 3/1 on Tamuli to Borgura road
193.22
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications.
(N) Without Plasticiser E. RCC Grade M-40, For T beam and slab
1) Height up to 5.0 m. ii) Br. No. 3/1 on Tamuli to Borgura road
45.88
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications.
(N) Without Plasticiser E. RCC Grade M-40, For I-beam & slab including launching of precast girders by launching truss upto 40 m span
b) Height 5.0m to 10.0 m ii) Br. No. 3/1 on Tamuli to Borgura road
384.79
-
-
Supplying , fitting and placing TMT bar reinforcemet 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.1/1 on Patorhal to Hollowgaon
21.96
-
-
Supplying , fitting and placing TMT bar reinforcement complete as per drawing and technical specifications.
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 3/1 on Tamuli to Borgura road
79.46
-
-
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 Patorhal to Hollowgaon
16.29
-
-
High tensile steel wires / strands including all accessories for stressing , stressing operations and grouting complete as per drawing and technical specifications.
ii) Br. No. 3/1 on Tamuli to Borgura road
22.23
-
-
Providing Drainage Spouts complete as per approved drawing and technical specifications.
i) Br. No.1/1 on Patorhal to Hollowgaon
8
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
ii) Br. No. 3/1 on Tamuli to Borgura road
51.61
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
i) Br. No.1/1 on Patorhal to Hollowgaon
8.05
-
-
Providing Drainage Spouts complete as per approved drawing and technical specifications.
ii) Br. No. 3/1 on Tamuli to Borgura road
32
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
ii) Br. No. 3/1 on Tamuli to Borgura road
8.05
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 i) Br. No.1/1 on Patorhal to Hollowgaon
15.65
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 ii) Br. No. 3/1 on Tamuli to Borgura road
15.65
-
-
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing.
i) Br. No.1/1 on Patorhal to Hollowgaon
16.9
-
-
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing.
ii) Br. No. 3/1 on Tamuli to Borgura road
25.35
-
-
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.1/1 on Patorhal to Hollowgaon
1
-
-
Span Load Test - Load testing of one or more spans of bridges as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00 mt or part there for in the span load capacity up to 800.00 mt.
ii) Br. No. 3/1 on Tamuli to Borgura road
1
-
-
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.1/1 on Patorhal to Hollowgaon
12
-
-
Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department
ii) Br. No. 3/1 on Tamuli to Borgura road
18
-
-
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.1/1 on Patorhal to Hollowgaon
20
-
-
Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format
ii) Br. No. 3/1 on Tamuli to Borgura road
40
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications.
i) Br. No.1/1 on Patorhal to Hollowgaon
178.25
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications.
ii) Br. No. 3/1 on Tamuli to Borgura road
413.13
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications.
Stone/Boulder
i) Br. No.1/1 on Patorhal to Hollowgaon
169.11
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications.Stone/Boulder
ii) Br. No. 3/1 on Tamuli to Borgura road
219.42
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.
i) Br. No.1/1 on Patorhal to Hollowgaon
84.56
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.
ii) Br. No. 3/1 on Tamuli to Borgura road
109.71
-
-
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.1/1 on Patorhal to Hollowgaon
152.74
-
-
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. 3/1 on Tamuli to Borgura road
245.01
-
-
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.1/1 on Patorhal to Hollowgaon
10.66
-
-
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.1/1 on Patorhal to Hollowgaon
30.31
-
-
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. 3/1 on Tamuli to Borgura road
17.09
-
-
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. 3/1 on Tamuli to Borgura road
85.26
-
-
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.1/1 on Patorhal to Hollowgaon
2.19
-
-
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. 3/1 on Tamuli to Borgura road
4.78
-
-
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.1/1 on Patorhal to Hollowgaon
36.26
-
-
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. 3/1 on Tamuli to Borgura road
74.45
-
-
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.1/1 on Patorhal to Hollowgaon
4.78
-
-
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. 3/1 on Tamuli to Borgura road
12.45
-
-
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.1/1 on Patorhal to Hollowgaon
72
-
-
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. 3/1 on Tamuli to Borgura road
84
-
-
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.1/1 on Patorhal to Hollowgaon
39.9
-
-
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. 3/1 on Tamuli to Borgura road
60.9
-
-
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.1/1 on Patorhal to Hollowgaon
4604.3
-
-
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. 3/1 on Tamuli to Borgura road
10255.85
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification.
i) Br. No.1/1 on Patorhal to Hollowgaon
1991.19
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification.
ii) Br. No. 3/1 on Tamuli to Borgura road
1563.54
-
-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. A)By Mix in Place Method
i) Br. No.1/1 on Patorhal to Hollowgaon
331.98
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-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. A)By Mix in Place Method
ii) Br. No. 3/1 on Tamuli to Borgura road
240.3
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-
WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.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 .
Manual means
i) Br. No.1/1 on Patorhal to Hollowgaon
156.09
-
-
WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.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 .
Manual means
ii) Br. No. 3/1 on Tamuli to Borgura road
112.5
-
-
WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.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.
By Manual Means
i) Br. No.1/1 on Patorhal to Hollowgaon
156.09
-
-
WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.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.
By Manual Means
ii) Br. No. 3/1 on Tamuli to Borgura road
112.5
-
-
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification complete including carriage.
Including Edge block/ Edge restraints
i) Br. No.1/1 on Patorhal to Hollowgaon
2082.42
-
-
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification complete including carriage.
Including Edge block/ Edge restraints
ii) Br. No. 3/1 on Tamuli to Borgura road
1500.02
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification.
i) Br. No.1/1 on Patorhal to Hollowgaon
2683.28
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification.
ii) Br. No. 3/1 on Tamuli to Borgura road
2683.28
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification.
600mm equilateral triangle
i) Br. No.1/1 on Patorhal to Hollowgaon
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 800mm x 600mm rectangular i) Br. No.1/1 on Patorhal to Hollowgaon
8
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 600mm circular i) Br. No.1/1 on Patorhal to Hollowgaon
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification.
600mm equilateral triangle
ii) Br. No. 3/1 on Tamuli to Borgura road
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 800mm x 600mm rectangular ii) Br. No. 3/1 on Tamuli to Borgura road
8
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification. 600mm circular ii) Br. No. 3/1 on Tamuli to Borgura 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.1/1 on Patorhal to Hollowgaon
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. 3/1 on Tamuli to Borgura road
80
-
-
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 Patorhal to Hollowgaon
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. 3/1 on Tamuli to Borgura road
25
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-
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department
i) Br. No.1/1 on Patorhal to Hollowgaon
20
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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.1/1 on Patorhal to Hollowgaon
100
-
-
Air quality monitoring at 3 locations* before the start of
the construction work and will be treated as the baseline
data. (3 locations x Single time=3 nos. of sample); First
Year 1st season of the Works i) Br. No.1/1 on Patorhal to Hollowgaon
3
-
-
Water quality monitoring at 3 locations before the start of
the construction work and will be treated as the baseline
data. (3 locations x Single time=3 nos. of sample); First
Year 1st season of the Works i) Br. No.1/1 on Patorhal to Hollowgaon
3
-
-
Noise quality monitoring at 3 locations before the start of
the construction work and will be treated as the baseline
data. (3 locations x Single time=3 nos. of sample); First
Year 1st season of the Works i) Br. No.1/1 on Patorhal to Hollowgaon
3
-
-
Soil quality monitoring at 3 locations before the start of
the construction work and will be treated as the baseline
data. (3 locations x Single time=3 nos. of sample) First
Year 1st season of the Works i) Br. No.1/1 on Patorhal to Hollowgaon
3
-
-
Air quality monitoring at 3 locations for 3 seasons for 2
consecutive years (3x3 Season 3) =9 nos. i) Br. No.1/1 on Patorhal to Hollowgaon
9
-
-
Water quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3 =9 nos. i) Br. No.1/1 on Patorhal to Hollowgaon
9
-
-
Noise quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3) =9 nos. i) Br. No.1/1 on Patorhal to Hollowgaon
9
-
-
Soil quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3) =9 nos. i) Br. No.1/1 on Patorhal to Hollowgaon
9
-
-
Air quality monitoring at 3 locations for 2seasons for 1
year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No.1/1 on Patorhal to Hollowgaon
6
-
-
Water quality monitoring at 3 locations for 2seasons for 1
year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No.1/1 on Patorhal to Hollowgaon
6
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1
year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No.1/1 on Patorhal to Hollowgaon
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1
year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No.1/1 on Patorhal to Hollowgaon
6
-
-
Air quality monitoring at 3 locations* before the start of
the construction work and will be treated as the baseline
data. (3 locations x Single time=3 nos. of sample); First
Year 1st season of the Works ii) Br. No. 3/1 on Tamuli to Borgura road
3
-
-
Water quality monitoring at 3 locations before the start of
the construction work and will be treated as the baseline
data. (3 locations x Single time=3 nos. of sample); First
Year 1st season of the Works ii) Br. No. 3/1 on Tamuli to Borgura road
3
-
-
Noise quality monitoring at 3 locations before the start of
the construction work and will be treated as the baseline
data. (3 locations x Single time=3 nos. of sample); First
Year 1st season of the Works ii) Br. No. 3/1 on Tamuli to Borgura road
3
-
-
Soil quality monitoring at 3 locations before the start of
the construction work and will be treated as the baseline
data. (3 locations x Single time=3 nos. of sample) First
Year 1st season of the Works ii) Br. No. 3/1 on Tamuli to Borgura road
3
-
-
Air quality monitoring at 3 locations for 3 seasons for 2
consecutive years (3x3 Season 3) =9 nos. ii) Br. No. 3/1 on Tamuli to Borgura road
9
-
-
Water quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3 =9 nos. ii) Br. No. 3/1 on Tamuli to Borgura road
9
-
-
Noise quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3) =9 nos. ii) Br. No. 3/1 on Tamuli to Borgura road
9
-
-
Soil quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3) =9 nos. ii) Br. No. 3/1 on Tamuli to Borgura road
9
-
-
Air quality monitoring at 3 locations for 2seasons for 1
year. (3x2 Season X 1 Years) =6 nos. of samples ii) Br. No. 3/1 on Tamuli to Borgura road
6
-
-
Water quality monitoring at 3 locations for 2seasons for 1
year. (3x2 Season X 1 Years) =6 nos. of samples ii) Br. No. 3/1 on Tamuli to Borgura road
6
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1
year. (3x2 Season X 1 Years) =6 nos. of samples ii) Br. No. 3/1 on Tamuli to Borgura road
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1
year. (3x2 Season X 1 Years) =6 nos. of samples ii) Br. No. 3/1 on Tamuli to Borgura road
6
-
-
A Provisional sum (Fixed Amount) for the items of Tree Cutting of Rs. 3,44,719.00 (not to be changed by the Bidders in BOQ)
i) Br. No.1/1 on Patorhal to Hollowgaon
1
-
-
A Provisional sum (Fixed Amount) for the items of Tree Cutting of Rs. 2,29,813.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 3/1 on Tamuli to Borgura road
1
-
-
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