Public Works Roads Department Tender
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Costs
EMD
₹ 12,90,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Charaideo District I. Br. No. 1/2 On Majidpur Road Ii. Br. No. 1/2 On Lakhimipam To Konwari Pather Connecting Road
Description
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Contact
Tender Id
2024_PWRDW_36849_7Bid Award Id
ViewTender No
RFB No. CEEAPARRBP111TENDERS2024-41Tender 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. 1/2 on Lakhimipam to Konwari Pather Connected Road
283.02
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Providing and constructing temporary island for construction of pile foundation with depth of water upto 4.0m complete as per technical specification. i) Br. No.1/2 on Majidpur Road
1
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Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. i) Br. No.1/2 on Majidpur Road Pile diameter = 1200 mm
372
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Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile diameter = 1200 mm ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
240
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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 160 t i) Br. No.1/2 on Majidpur Road
240
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b) Routine Load Test of 2x160x2.50 2 Nos. test for piles upto 50 Nos. i) Br. No.1/2 on Majidpur Road
800
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Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 160 t ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
240
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b) Routine Load Test of 2x160x2.50 2 Nos. test for piles upto 50 Nos. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
400
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Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. i) Br. No.1/2 on Majidpur Road
8
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Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
8
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Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer i) Br. No.1/2 on Majidpur Road
252.91
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Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
159.73
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Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. i) Br. No.1/2 on Majidpur Road
14.15
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Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
9.43
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Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No.1/2 on Majidpur Road
85.57
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Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
52.34
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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser
H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer i) Br. No.1/2 on Majidpur Road
166.17
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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. (N) Without plasticiser
H) a) RCC Grade M 35 a) Height up to 5.0 m Case-I : Using Concrete Mixer ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
94.2
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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.1/2 on Majidpur Road
25.85
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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. 1/2 on Lakhimipam to Konwari Pather Connected Road
16.82
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. i) Br. No.1/2 on Majidpur Road
60
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
23
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification i) Br. No.1/2 on Majidpur Road
163.23
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
134.55
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600
mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No.1/2 on Majidpur Road
67.55
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600
mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
55.67
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete
assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, complete as per drawing and approved technical specification. i) Br. No.1/2 on Majidpur Road
2340
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Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete
assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, complete as per drawing and approved technical specification. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
1170
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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.1/2 on Majidpur Road
259.47
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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 upto to 5.0 m i) Br. No.1/2 on Majidpur Road
29.81
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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
ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
129.74
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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 upto to 5.0 m ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
15.73
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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.1/2 on Majidpur Road
53.44
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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. 1/2 on Lakhimipam to Konwari Pather Connected Road
28.21
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No.1/2 on Majidpur Road
34.29
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Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
19.1
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Providing Drainage Spouts complete as per approved drawing and technical specifications. i) Br. No.1/2 on Majidpur Road
20
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Providing Drainage Spouts complete as per approved drawing and technical specifications. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
10
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No.1/2 on Majidpur Road
8.05
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
8.05
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 i) Br. No.1/2 on Majidpur Road
15.65
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification (a) TMT Corrosion Resistant Steel (CRS) reinforcement bar of Fe-500 N/mm2 ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
15.65
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Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. i) Br. No.1/2 on Majidpur Road
25.35
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Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
16.9
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Span Load Test - Load testing of one or more spans of bridges as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00 mt or part there for in the span load capacity up to 800.00 mt. i) Br. No.1/2 on Majidpur Road
1
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Span Load Test - Load testing of one or more spans of bridges as selected by the Engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span ( Extra for every increase of 100.00 mt or part there for in the span load capacity up to 800.00 mt. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
1
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Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department i) Br. No.1/2 on Majidpur Road
18
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Non-Destructive testing with Ultrasonic Pulse Velocity Meter with data storage facility for detection of cracks, voids and other imperfections in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format, complete as directed by the department ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
12
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Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format i) Br. No.1/2 on Majidpur Road
40
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Non-destructive testing with rebound hammer for detection of damage zones in Reinforced concrete structures and furnishing the findings thereof in proper comprehensible format ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
20
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-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications. i) Br. No.1/2 on Majidpur Road
583.41
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
519.05
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications. i) Br. No.1/2 on Majidpur Road
322.74
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
227.7
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. i) Br. No.1/2 on Majidpur Road
71.72
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
113.85
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Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil B. Mechanical means. i) Depth up to 3.00 m (with dewatering) i) Br. No.1/2 on Majidpur Road
245.01
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Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material . I) In Ordinary Soil B. Mechanical means. i) Depth up to 3.00 m (with dewatering)
ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
208.42
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser A. PCC Grade M15 i) Br. No.1/2 on Majidpur Road
17.09
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser G RCC Grade M30
(i) Using Concrete Mixer. i) Br. No.1/2 on Majidpur Road
85.26
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser A. PCC Grade M15
ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
14.54
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser G RCC Grade M30
(i) Using Concrete Mixer. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
61.83
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-
Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No.1/2 on Majidpur Road
4.66
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-
Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
3.61
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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer i) Br. No.1/2 on Majidpur Road
74.45
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Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
60.42
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Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No.1/2 on Majidpur Road
11.33
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Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
7.48
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. i) Br. No.1/2 on Majidpur Road
72
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Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
72
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-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600
mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No.1/2 on Majidpur Road
60.9
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600
mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
53.76
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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.1/2 on Majidpur Road
9186.29
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
7271.03
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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.1/2 on Majidpur Road
1622.43
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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. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
1415.39
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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 i) Br. No.1/2 on Majidpur Road
238.97
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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. 1/2 on Lakhimipam to Konwari Pather Connected Road
214.63
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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.1/2 on Majidpur Road
111.61
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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. 1/2 on Lakhimipam to Konwari Pather Connected Road
100.41
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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.1/2 on Majidpur Road
111.61
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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. 1/2 on Lakhimipam to Konwari Pather Connected Road
100.41
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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. i) Br. No.1/2 on Majidpur Road
1489.37
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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. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
1339.53
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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.1/2 on Majidpur 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. 1/2 on Lakhimipam to Konwari Pather Connected Road
2683.28
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting 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.1/2 on Majidpur Road
4
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting 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.1/2 on Majidpur Road
8
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting 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.1/2 on Majidpur Road
4
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting 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. 1/2 on Lakhimipam to Konwari Pather Connected Road
4
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting 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. 1/2 on Lakhimipam to Konwari Pather Connected Road
8
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting 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. 1/2 on Lakhimipam to Konwari Pather Connected 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.1/2 on Majidpur Road
160
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Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
160
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Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. i) Br. No.1/2 on Majidpur Road
25
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Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
25
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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.1/2 on Majidpur Road
3
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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.1/2 on Majidpur Road
3
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-
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.1/2 on Majidpur Road
3
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-
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.1/2 on Majidpur Road
3
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Air quality monitoring at 3 locations for 3 seasons for 2
consecutive years (3x3 Season 3) =9 nos. i) Br. No.1/2 on Majidpur Road
9
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Water quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3 =9 nos. i) Br. No.1/2 on Majidpur Road
9
-
-
Noise quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3) =9 nos. i) Br. No.1/2 on Majidpur Road
9
-
-
Soil quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3) =9 nos. i) Br. No.1/2 on Majidpur Road
9
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-
Air quality monitoring at 3 locations for 2seasons for 1
year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No.1/2 on Majidpur Road
6
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-
Water quality monitoring at 3 locations for 2seasons for 1
year. (3x2 Season X 1 Years) =6 nos. of samples i) Br. No.1/2 on Majidpur Road
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.1/2 on Majidpur Road
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.1/2 on Majidpur Road
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. 1/2 on Lakhimipam to Konwari Pather Connected 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. 1/2 on Lakhimipam to Konwari Pather Connected 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. 1/2 on Lakhimipam to Konwari Pather Connected 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. 1/2 on Lakhimipam to Konwari Pather Connected Road
3
-
-
Air quality monitoring at 3 locations for 3 seasons for 2
consecutive years (3x3 Season 3) =9 nos. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
9
-
-
Water quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3 =9 nos. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
9
-
-
Noise quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3) =9 nos. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected Road
9
-
-
Soil quality monitoring at 3 locations for 3 seasons for 2
consecutive years. (3x3 Season 3) =9 nos. ii) Br. No. 1/2 on Lakhimipam to Konwari Pather Connected 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. 1/2 on Lakhimipam to Konwari Pather Connected 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. 1/2 on Lakhimipam to Konwari Pather Connected 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. 1/2 on Lakhimipam to Konwari Pather Connected 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. 1/2 on Lakhimipam to Konwari Pather Connected Road
6
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A Provisional Sum (Fixed Amount) for the items of Utility Shifting & tree cutting of Rs. 4,37,266.00 (not to be changed by the bidder in BOQ)
i) Br. No.1/2 on Majidpur Road
1
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A Provisional Sum (Fixed Amount) for the items of tree cutting of Rs. 1,14,906.00 (not to be changed by the bidder in BOQ)
i) Br. No.1/2 on Majidpur Road
1
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