Public Works Roads Department Tender
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Costs
EMD
₹ 14,57,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Majuli District I.br. No. 1/1 On 1 No. Phutuki To 2 No. Phutuki Road Ii.br. No. 3/1 On Guwal Gaon Chilakola Road
Description
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Contact
Tender Id
2023_PWRDW_33112_14Bid Award Id
ViewTender No
CE/EAP/ARRBP/111TENDERS2023/53Tender 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) 3.00m to 6.00 m depth (with dewatering)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
136.86
-
-
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 Guwal Gaon Chilakola road
69.05
-
-
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification.
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
3.04
-
-
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 Guwal Gaon Chilakola road
3.04
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, A. Well Curb, (iv) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
80.68
-
-
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 Guwal Gaon Chilakola road
69.08
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, B. Well Steining, (viii) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
853.14
-
-
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 Guwal Gaon Chilakola road
713.94
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, C.Bottom Plug, (ii) PCC M25 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
200.58
-
-
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 Guwal Gaon Chilakola road
206.41
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering formwork. (N) Without plasticiser, F.Well Cap, (iv) RCC M35 Grade, Case II -With Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
147.8
-
-
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 Guwal Gaon Chilakola road
131.38
-
-
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is rekonewed from bed level. (A) Sandy Soil (i) Depth below bed level upto 3.0 M
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki 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 (i) Depth below bed level upto 3.0 M
ii) Br. No. 3/1 on Guwal Gaon Chilakola 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
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki 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 (ii) Beyond 3m upto 10m depth
ii) Br. No. 3/1 on Guwal Gaon Chilakola 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
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
20
-
-
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 Guwal Gaon Chilakola road
20
-
-
Sinking of 7 m external diameter well ( other than pneumatic method of sinking ) through all types of strata namely sandy soil, clayey soil and rock as shown against each case, complete as per drawing and technical specifications. Depth of sinking is
rekonewed from bed level. (A) Sandy Soil (iv) Beyond 20m upto 30m
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
4
-
-
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 1 No. Phutuki to 2 No. Phutuki road
41.47
-
-
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 Guwal Gaon Chilakola road
39.09
-
-
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 1 No. Phutuki to 2 No. Phutuki road
164.37
-
-
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 Guwal Gaon Chilakola road
139.21
-
-
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 1 No. Phutuki to 2 No. Phutuki road
17.88
-
-
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 Guwal Gaon Chilakola road
15.61
-
-
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 1 No. Phutuki to 2 No. Phutuki road
70
-
-
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 Guwal Gaon Chilakola road
52
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
148.34
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
129.46
-
-
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 1 No. Phutuki to 2 No. Phutuki road
61.38
-
-
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 Guwal Gaon Chilakola road
53.57
-
-
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 1 No. Phutuki to 2 No. Phutuki road
2240
-
-
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 Guwal Gaon Chilakola road
2240
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications.
(N) Without Plasticiser
D. RCC/ PSC grade M - 35 Case I : Using concrete mixer
For T beam and slab,
2) Height 5.0m to 10.0 m
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
104.13
-
-
For T beam and slab,
2) Height 5.0m to 10.0 m
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
23.76
-
-
For I-beam & slab including launching of precast girders by launching truss upto 40 m span
b) Height 5.0m to 10.0 m
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
192.4
-
-
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 Guwal Gaon Chilakola road
104.13
-
-
For T beam and slab,
2) Height 5.0m to 10.0 m
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
23.76
-
-
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 Guwal Gaon Chilakola road
192.4
-
-
Supplying , fitting and placing TMT bar reinforcement complete as per drawing and technical specifications.
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
36.6
-
-
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 Guwal Gaon Chilakola road
36.6
-
-
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 1 No. Phutuki to 2 No. Phutuki road
11.11
-
-
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 Guwal Gaon Chilakola road
11.11
-
-
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 1 No. Phutuki to 2 No. Phutuki road
27.76
-
-
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 Guwal Gaon Chilakola road
27.76
-
-
Providing Drainage Spouts complete as per approved drawing and technical specifications.
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
16
-
-
Providing Drainage Spouts complete as per approved drawing and technical specifications.
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
16
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
8.05
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
ii) Br. No. 3/1 on Guwal Gaon Chilakola 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 1 No. Phutuki to 2 No. Phutuki road
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 Guwal Gaon Chilakola road
15.65
-
-
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing.
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
16.9
-
-
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing.
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
16.9
-
-
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 1 No. Phutuki to 2 No. Phutuki road
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 Guwal Gaon Chilakola 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 1 No. Phutuki to 2 No. Phutuki road
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 Guwal Gaon Chilakola road
12
-
-
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 1 No. Phutuki to 2 No. Phutuki road
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 Guwal Gaon Chilakola road
20
-
-
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 1 No. Phutuki to 2 No. Phutuki road
511.37
-
-
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 Guwal Gaon Chilakola road
393.15
-
-
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 1 No. Phutuki to 2 No. Phutuki road
231.48
-
-
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 Guwal Gaon Chilakola road
259.98
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
115.74
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
129.99
-
-
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 1 No. Phutuki to 2 No. Phutuki road
179.78
-
-
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 Guwal Gaon Chilakola road
179.78
-
-
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 1 No. Phutuki to 2 No. Phutuki road
12.54
-
-
G RCC Grade M30
(i) Using Concrete Mixer
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
42.89
-
-
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 Guwal Gaon Chilakola road
12.54
-
-
G RCC Grade M30
(i) Using Concrete Mixer
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
42.89
-
-
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 1 No. Phutuki to 2 No. Phutuki road
3.2
-
-
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 Guwal Gaon Chilakola road
3.2
-
-
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 1 No. Phutuki to 2 No. Phutuki road
46.52
-
-
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 Guwal Gaon Chilakola road
46.52
-
-
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 1 No. Phutuki to 2 No. Phutuki road
6.3
-
-
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 Guwal Gaon Chilakola road
6.3
-
-
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 1 No. Phutuki to 2 No. Phutuki road
60
-
-
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 Guwal Gaon Chilakola road
60
-
-
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 1 No. Phutuki to 2 No. Phutuki road
47.46
-
-
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 Guwal Gaon Chilakola road
47.46
-
-
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 1 No. Phutuki to 2 No. Phutuki road
6900.88
-
-
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 Guwal Gaon Chilakola road
5355.08
-
-
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 1 No. Phutuki to 2 No. Phutuki road
1572.17
-
-
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 Guwal Gaon Chilakola road
1144.58
-
-
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 1 No. Phutuki to 2 No. Phutuki road
234.68
-
-
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 Guwal Gaon Chilakola road
180
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification .
Manual means
WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.II
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
109.69
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification .
Manual means
WBM Grading 2
Using stone screening Type-B 11.2 mm for Gr.II
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
84.38
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification.
By Manual Means
WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
109.69
-
-
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.
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
By Manual Means
WBM Grading 3
Using stone screening Type-B 11.2 mm for Gr.III
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
84.38
-
-
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 1 No. Phutuki to 2 No. Phutuki road
1461.94
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-
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification complete including carriage.
Including Edge block/ Edge restraints
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
1112.65
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-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification.
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
2683.28
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-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification.
ii) Br. No. 3/1 on Guwal Gaon Chilakola 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 1 No. Phutuki to 2 No. Phutuki road
4
-
-
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
800mm x 600mm rectangular
8
-
-
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
600mm circular
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 Guwal Gaon Chilakola road
4
-
-
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
800mm x 600mm rectangular
8
-
-
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
600mm circular
4
-
-
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 1 No. Phutuki to 2 No. Phutuki road
80
-
-
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 Guwal Gaon Chilakola road
120
-
-
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 1 No. Phutuki to 2 No. Phutuki road
25
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-
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
25
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-
Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
12
-
-
Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
12
-
-
Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
6
-
-
Implementation of Enviromental and Social Management Plan - Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
6
-
-
Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
12
-
-
Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
12
-
-
Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
6
-
-
Implementation of Enviromental and Social Management Plan - Water quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
6
-
-
Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
12
-
-
Implementation of Enviromental and Social Management Plan -Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
12
-
-
Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
6
-
-
Implementation of Enviromental and Social Management Plan - Noise quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
6
-
-
Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
12
-
-
Implementation of Enviromental and Social Management Plan -Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years (Construction Stage)
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
12
-
-
Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
6
-
-
Implementation of Enviromental and Social Management Plan - Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
6
-
-
A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 2,87,266.00 (not to be changed by the Bidder in BOQ)
i) Br. No. 1/1 on 1 No. Phutuki to 2 No. Phutuki road
1
-
-
A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 3,67,266.00 (not to be changed by the Bidder in BOQ)
ii) Br. No. 3/1 on Guwal Gaon Chilakola road
1
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-
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