Public Works Roads Department Tender
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Costs
EMD
₹ 21,32,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Majuli District I.br. No. 1/1 On Pub Sriram Dewri To Kotia Sapori Road Ii.br. No. 1/1 On Nayabazar Salmari Kekurighat Road
Description
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Contact
Tender Id
2024_PWRDW_36849_17Bid Award Id
ViewTender No
RFB No. CEEAPARRBP111TENDERS2024-41Tender Authority
Public Works Roads Department ViewPurchaser Address
-
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Documents
BOQ Items
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 Pub Sriram Dewri to Kotia Sapori Road
252.91
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
8
-
-
Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications.
a) Initial load test (Safe load = 160 t
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
240
-
-
b) Routine Load Test of 2x160x2.50 2 Nos. test for piles upto 50 Nos.
800
-
-
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material.
I) In Ordinary Soil
B. Mechanical means.
ii) Depth up to 3.00 m (with dewatering)
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
328.57
-
-
Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m.
Pile diameter = 1200 mm
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
372
-
-
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. 1/1 on Nayabazar Salmari Kekurighat road
2
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
14.15
-
-
Providing and constructing one span service road to reach island location from one pier location to another pier location
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
127.2
-
-
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. 1/1 on Nayabazar Salmari Kekurighat road
5.66
-
-
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. 1/1 on Nayabazar Salmari Kekurighat road
88.54
-
-
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. 1/1 on Nayabazar Salmari Kekurighat road
1499.84
-
-
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. 1/1 on Nayabazar Salmari Kekurighat road
314.2
-
-
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
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
22.63
-
-
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. 1/1 on Nayabazar Salmari Kekurighat road
19.64
-
-
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. 1/1 on Nayabazar Salmari Kekurighat road
202.9
-
-
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. 1/1 on Nayabazar Salmari Kekurighat 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 Pub Sriram Dewri to Kotia Sapori 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. 1/1 on Nayabazar Salmari Kekurighat 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. 1/1 on Nayabazar Salmari Kekurighat road
6
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
82.56
-
-
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. 1/1 on Nayabazar Salmari Kekurighat road
14
-
-
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. 1/1 on Nayabazar Salmari Kekurighat 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 (iv) Beyond 20m upto 30 m, (a) For Sinking
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
16
-
-
Sand filling in wells complete as per drawing and technical specifications
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
1137.3
-
-
Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
91.53
-
-
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications.
(N) Without plasticiser
H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
251.33
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
144.25
-
-
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications. b) (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
38.26
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
22.44
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
56
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
42
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
132.89
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
108.79
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600
mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
54.99
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
45.02
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
2340
-
-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete
assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, complete as per drawing and approved technical specification.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
8000
-
-
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. 1/1 on Nayabazar Salmari Kekurighat road
307.03
-
-
For T beam and slab,
2) Height 5.0m to 10.0 m
68
-
-
For I-beam & slab including launching of precast girders by launching truss upto 40 m span
b) Height 5.0m to 10.0 m
577.19
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
259.47
-
-
E. RCC Grade M-40, For T beam and slab
1) Height up to 5.0 m
29.81
-
-
Supplying , fitting and placing TMT bar reinforcement complete as per drawing and technical specifications.
(a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
106.68
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
53.44
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
34.29
-
-
High tensile steel wires / strands including all accessories for stressing , stressing operations and grouting complete as per drawing and technical specifications.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
32.52
-
-
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 Nayabazar Salmari Kekurighat road
75.46
-
-
Providing Drainage Spouts complete as per approved drawing and technical specifications.
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
20
-
-
Providing Drainage Spouts complete as per approved drawing and technical specifications.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
36
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
8.05
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat 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 Pub Sriram Dewri to Kotia Sapori 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. 1/1 on Nayabazar Salmari Kekurighat road
15.65
-
-
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing.
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
25.35
-
-
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
33.8
-
-
Span Load Test - Load testing of one or more spans of bridges as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00 mt or part there for in the span load capacity up to 800.00 mt.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat 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.
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori 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
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
24
-
-
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 Pub Sriram Dewri to Kotia Sapori 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
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
60
-
-
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 Pub Sriram Dewri to Kotia Sapori 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.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
394.54
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
547.22
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications.
Stone/Boulder
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
221.88
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
210.51
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
110.94
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications.
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
105.26
-
-
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material .
I) In Ordinary Soil
B. Mechanical means.
i) Depth up to 3.00 m (with dewatering)
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
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)
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
152.74
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser
A. PCC Grade M15
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
10.66
-
-
G RCC Grade M30
(i) Using Concrete Mixer
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
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
10.66
-
-
G RCC Grade M30
(i) Using Concrete Mixer
30.31
-
-
Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
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)
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
2.19
-
-
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications.
H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
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 i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
36.26
-
-
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
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) i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
4.78
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
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.
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori 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.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
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.
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
39.9
-
-
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.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
5740.09
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
6989.65
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
1248.61
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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.
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
908.91
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-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification. A)By Mix in Place Method
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
212.74
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
216.45
-
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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
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
99.84
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
101.25
-
-
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. 1/1 on Nayabazar Salmari Kekurighat road
99.84
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
101.25
-
-
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification complete including carriage.
Including Edge block/ Edge restraints
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
1334.37
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
1352.08
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
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.
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori 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
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
4
-
-
800mm x 600mm rectangular
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
8
-
-
600mm circular
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat 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.
600mm equilateral triangle
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
4
-
-
800mm x 600mm rectangular
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
8
-
-
600mm circular
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
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.) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat 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.) i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori 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.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
25
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
25
-
-
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
100
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
50
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification.
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
200
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
100
-
-
Implementation of Enviromental and Social Management Plan
Air Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Pre-Construction stage) i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
3
-
-
Implementation of Enviromental and Social Management Plan
Air Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Pre-Construction stage) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
3
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
9
-
-
Implementation of Enviromental and Social Management Plan
Air Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
9
-
-
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 Pub Sriram Dewri to Kotia Sapori 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. 1/1 on Nayabazar Salmari Kekurighat road
6
-
-
Implementation of Enviromental and Social Management Plan
Water Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Pre-Construction stage) i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
3
-
-
Implementation of Enviromental and Social Management Plan
Water Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Pre-Construction stage) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
3
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
9
-
-
Implementation of Enviromental and Social Management Plan
Water Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
9
-
-
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 Pub Sriram Dewri to Kotia Sapori 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. 1/1 on Nayabazar Salmari Kekurighat road
6
-
-
Implementation of Enviromental and Social Management Plan
Noise Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Pre-Construction stage) i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
3
-
-
Implementation of Enviromental and Social Management Plan
Noise Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Pre-Construction stage) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
3
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
9
-
-
Implementation of Enviromental and Social Management Plan
Noise Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
9
-
-
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 Pub Sriram Dewri to Kotia Sapori 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. 1/1 on Nayabazar Salmari Kekurighat road
6
-
-
Implementation of Enviromental and Social Management Plan
Soil Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Pre-Construction stage) i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
3
-
-
Implementation of Enviromental and Social Management Plan
Soil Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Pre-Construction stage) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
3
-
-
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 Pub Sriram Dewri to Kotia Sapori Road
9
-
-
Implementation of Enviromental and Social Management Plan
Soil Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage) ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
9
-
-
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 Pub Sriram Dewri to Kotia Sapori 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. 1/1 on Nayabazar Salmari Kekurighat road
6
-
-
A Provisional Sum (Fixed Amount) for the items of tree cutting of Rs. 57,453.00 (not to be changed by the bidder in BOQ)
i) Br. No. 1/1 on Pub Sriram Dewri to Kotia Sapori Road
1
-
-
A Provisional Sum (Fixed Amount) for the items of Utility shifting and tree cutting of Rs. 5,30,899.00 (not to be changed by the bidder in BOQ)
ii) Br. No. 1/1 on Nayabazar Salmari Kekurighat road
1
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-
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