Public Works Roads Department Tender
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Costs
EMD
₹ 9,09,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Sivasagar District I. Br. No. 3/1 On Rajmao Ali Road Ii. Br. No. 1/2 On Mohkhuti Station Road
Description
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Contact
Tender Id
2023_PWRDW_34143_1Bid Award Id
ViewTender No
CE/EAP/ARRBP111TENDERS2023/113Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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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 Dia = 1200 i) Br. No. 3/1 on Rajmao Ali Road
372
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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 = 120 t) i) Br. No. 3/1 on Rajmao Ali 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. b) Routine Load Test of = 2.5x120 t i) Br. No. 3/1 on Rajmao Ali Road
800
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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. 3/1 on Rajmao Ali 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. 3/1 on Rajmao Ali Road
214.35
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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. 3/1 on Rajmao Ali Road
12.24
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. Without plasticiser PCC Grade M15 ii) Br. No. 1/2 on Mohkhuti Station Road
35.09
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork Without plasticiser RCC M35 Grade (i) Unsing Concrete Mixer ii) Br. No. 1/2 on Mohkhuti Station Road
85.59
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Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork Without plasticiser R.C.C grade M 25(i) Unsing Concrete Mixer ii) Br. No. 1/2 on Mohkhuti Station Road
21.9
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D 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 Mohkhuti Station Road
10.53
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Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D 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. 3/1 on Rajmao Ali Road
86.11
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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 Mohkhuti Station Road
66.23
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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. 3/1 on Rajmao Ali Road
140.65
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Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork
(N) Without plasticiser
RCC M25 Grade (i) Unsing Concrete Mixer ii) Br. No. 1/2 on Mohkhuti Station Road
26.6
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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure 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 Mohkhuti Station Road
14.83
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Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure 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. 3/1 on Rajmao Ali Road
23.35
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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 Mohkhuti Station Road
120
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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. Br.No. i) Br. No. 3/1 on Rajmao Ali Road
30
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material ii) Br. No. 1/2 on Mohkhuti Station Road
295.75
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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material i) Br. No. 3/1 on Rajmao Ali Road
133.35
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. ii) Br. No. 1/2 on Mohkhuti Station Road
92.7
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Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. i) Br. No. 3/1 on Rajmao Ali Road
55.18
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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. 3/1 on Rajmao Ali Road
2340
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (P) With plasticiser ( Masterplast PL-1/SPL-2 or equivalent ), air entraining and water reducing plasticiser ( Masterplast PAE or equivalent) and accelerating plasticiser ( Masterplast ACPL or equivalent) conforming to IS-9103-1999.
C. RCC Grade M35
Case I : Unsing Concrete Mixer
i) For solid slab super-structure
a)Height up to 5m ii) Br. No. 1/2 on Mohkhuti Station Road
48.8
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. For T beam and slab, 1) Height up to 5.0 m 10.0 m i) Br. No. 3/1 on Rajmao Ali Road
259.47
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Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m i) Br. No. 3/1 on Rajmao Ali Road
29.81
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing 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 Mohkhuti Station Road
5.64
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Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing 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. 3/1 on Rajmao Ali Road
53.44
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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 Mohkhuti Station Road
13.72
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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. 3/1 on Rajmao Ali Road
34.29
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Drainage Spouts complete as per drawing and Technical specification ii) Br. No. 1/2 on Mohkhuti Station Road
6
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Drainage Spouts complete as per drawing and Technical specification i) Br. No. 3/1 on Rajmao Ali Road
20
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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 Mohkhuti Station Road
7.88
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 3/1 on Rajmao Ali 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-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/2 on Mohkhuti Station Road
15.75
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Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 3/1 on Rajmao Ali Road
15.65
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Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) A For plain surface ( kerb +crash Barrier) ii) Br. No. 1/2 on Mohkhuti Station Road
27.23
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Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. ii) Br. No. 1/2 on Mohkhuti Station Road
47
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Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing. i) Br. No. 3/1 on Rajmao Ali Road
25.35
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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. 3/1 on Rajmao Ali 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. 3/1 on Rajmao Ali Road
18
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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. 3/1 on Rajmao Ali Road
40
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Providing and laying curtain walls complete as per drawing and technical specification Clause 1304 Curtain wall, Levelling course. Cement Concrete Grade M10 ii) Br. No. 1/2 on Mohkhuti Station Road
7.87
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, Curtain wall 1202 & 1203 A with crushed stone, III PCC Grade M20 Nominal mix (1:2:4) ii) Br. No. 1/2 on Mohkhuti Station Road
79.08
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall ii) Br. No. 1/2 on Mohkhuti Station Road
224.1
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Providing and laying flooring laid over cement concrete bedding complete as per drawing and technical specification Clause 1303 Rubble stone laid in cement mortar 1:3 CC BEDDING TO BE MEASURED and PAID EXTRA ii) Br. No. 1/2 on Mohkhuti Station Road
73.31
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed Stone, PCC M 15 Nominal mix (1:2.5:5) ii) Br. No. 1/2 on Mohkhuti Station Road
43.99
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 1/2 on Mohkhuti Station Road
21.24
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No. 3/1 on Rajmao Ali Road
65.07
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder ii) Br. No. 1/2 on Mohkhuti Station Road
42.48
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder i) Br. No. 3/1 on Rajmao Ali Road
195.21
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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 Clause 1301 ii) Br. No. 1/2 on Mohkhuti Station Road
47.1
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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 Clause 1301 i) Br. No. 3/1 on Rajmao Ali Road
385.31
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed Stone, PCC M 15 Nominal mix (1:2.5:5) ii) Br. No. 1/2 on Mohkhuti Station Road
16
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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. 3/1 on Rajmao Ali Road
99.46
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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. 3/1 on Rajmao Ali Road
9.32
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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. 3/1 on Rajmao Ali Road
31.92
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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. 3/1 on Rajmao Ali Road
1.82
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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. 3/1 on Rajmao Ali Road
38.22
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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. 3/1 on Rajmao Ali Road
4.39
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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. 3/1 on Rajmao Ali 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. 3/1 on Rajmao Ali Road
46.62
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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 Clause 301.5 (a) from private land ii) Br. No. 1/2 on Mohkhuti Station Road
4634.22
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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 Clause 301.5 (a) from private land i) Br. No. 3/1 on Rajmao Ali Road
5249.86
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land ii) Br. No. 1/2 on Mohkhuti Station Road
847.31
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Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. (a) from private land i) Br. No. 3/1 on Rajmao Ali Road
1002.06
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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 Clause 401.A)By Mix in Place Method (ii) for grading- II Material ii) Br. No. 1/2 on Mohkhuti Station Road
152.66
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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 Clause 401.A)By Mix in Place Method (ii) for grading- II Material i) Br. No. 3/1 on Rajmao Ali Road
161.78
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WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (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 Clause 405.(b) Manual means ii) Br. No. 1/2 on Mohkhuti Station Road
71.72
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WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.II (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 Clause 405.(b) Manual means i) Br. No. 3/1 on Rajmao Ali Road
75.94
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WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (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 Clause 405. (b) By Manual Means ii) Br. No. 1/2 on Mohkhuti Station Road
68.91
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WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (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 Clause 405. (b) By Manual Means i) Br. No. 3/1 on Rajmao Ali Road
75.94
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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 clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints ii) Br. No. 1/2 on Mohkhuti Station Road
959.38
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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.(i) Including Edge block/ Edge restraints i) Br. No. 3/1 on Rajmao Ali Road
1014.89
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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 Clause 309 ii) Br. No. 1/2 on Mohkhuti Station Road
5222.14
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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 Clause 309 i) Br. No. 3/1 on Rajmao Ali Road
2683.28
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Labour for taking out old piles of timber bridge with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed. ii) Br. No. 1/2 on Mohkhuti Station Road
12
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Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding, jati bamboos, jumper ropes etc, complete and stacking them at suitable places as directed (all members will be under custody of the contractor till taken over by the department) ii) Br. No. 1/2 on Mohkhuti Station Road
10
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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 vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle ii) Br. No. 1/2 on Mohkhuti Station 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 vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (i) 600mm equilateral triangle i) Br. No. 3/1 on Rajmao Ali 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 vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular ii) Br. No. 1/2 on Mohkhuti Station 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 vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular i) Br. No. 3/1 on Rajmao Ali 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 vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular ii) Br. No. 1/2 on Mohkhuti Station 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 vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular i) Br. No. 3/1 on Rajmao Ali 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.) ii) Br. No. 1/2 on Mohkhuti Station Road
80
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Type - A, "W" : Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mmX75mmX5mm, 330mm long complete as per clause 810.) i) Br. No. 3/1 on Rajmao Ali Road
80
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Direction and Place Identification signs upto 0.9 sqm size board
A. Retro-reflectorised Traffic Signs
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701 ii) Br. No. 1/2 on Mohkhuti Station Road
3.6
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Providing Gauge marking on abutments indicating the danger level and the highest flood level of the river. ii) Br. No. 1/2 on Mohkhuti Station Road
1
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department ii) Br. No. 1/2 on Mohkhuti Station Road
10
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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 Mohkhuti Station Road
6
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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. 3/1 on Rajmao Ali 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. 3/1 on Rajmao Ali Road
12
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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)
ii) Br. No. 1/2 on Mohkhuti Station Road
12
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
i) Br. No. 3/1 on Rajmao Ali Road
6
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Implementation of Enviromental and Social Management Plan -
Air quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
ii) Br. No. 1/2 on Mohkhuti Station Road
6
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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. 3/1 on Rajmao Ali Road
12
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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. 1/2 on Mohkhuti Station Road
12
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Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
i) Br. No. 3/1 on Rajmao Ali Road
6
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Implementation of Enviromental and Social Management Plan -
Water quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
ii) Br. No. 1/2 on Mohkhuti Station Road
6
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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. 3/1 on Rajmao Ali Road
12
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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. 1/2 on Mohkhuti Station Road
12
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
i) Br. No. 3/1 on Rajmao Ali Road
6
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Implementation of Enviromental and Social Management Plan -
Noise quality monitoring at 3 locations for 2 seasons for 1 year
(operation Stage)
ii) Br. No. 1/2 on Mohkhuti Station Road
6
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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. 3/1 on Rajmao Ali Road
12
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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. 1/2 on Mohkhuti Station Road
12
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... More
Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
i) Br. No. 3/1 on Rajmao Ali Road
6
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Implementation of Enviromental and Social Management Plan -
Soil quality monitoring at 3 locations for 2 seasons for 1 year (operation Stage)
ii) Br. No. 1/2 on Mohkhuti Station Road
6
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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. 3/1 on Rajmao Ali Road
1
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A Provisional sum (fixed amount) for items of utility shifting and tree felling/plantation of Rs. 2,52,360.00 (not to be changed by the Bidder in BOQ) ii) Br. No. 1/2 on Mohkhuti Station Road
1
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