Public Works Roads Department Tender
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Costs
EMD
₹ 7,48,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Karbi-anglong District I) Br No 3/1 On Ds Road To Bheta Gaon Ii) Br No 1/1 On Ds Road To Khongching
Description
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Contact
Tender Id
2025_PWRDW_42291_4Tender No
CEEAPARRBP111Tenders2024Pt-I40Tender Authority
Public Works Roads Department ViewPurchaser Address
-
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Documents
Technical Specification
BOQ Items
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) ii) Br. No. 1/1 on DS Road to Khongching
23
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Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job i) Br. No. 3/1 on DS Road to Bheta Gaon
4
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Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job ii) Br. No. 1/1 on DS Road to Khongching
4
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Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) i) Br. No. 3/1 on DS Road to Bheta Gaon
192
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Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) ii) Br. No. 1/1 on DS Road to Khongching
216.04
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m i) Br. No. 3/1 on DS Road to Bheta Gaon
383.63
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Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m ii) Br. No. 1/1 on DS Road to Khongching
203.93
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Levelling course for Pile cap i) Br. No. 3/1 on DS Road to Bheta Gaon
9.43
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Levelling course for Pile cap ii) Br. No. 1/1 on DS Road to Khongching
9.43
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Cement concrete for reinforced concrete in Pile cap & Tie Beam complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) i) Br. No. 3/1 on DS Road to Bheta Gaon
159.73
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Cement concrete for reinforced concrete in Pile cap & Tie Beam complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) ii) Br. No. 1/1 on DS Road to Khongching
159.73
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Pile & Pile caps, Beams
i) Br. No. 3/1 on DS Road to Bheta Gaon
39.69
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Pile & Pile caps, Beams
ii) Br. No. 1/1 on DS Road to Khongching
44.21
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Plain/Reinforced cement concrete, (Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 3/1 on DS Road to Bheta Gaon
122.22
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Plain/Reinforced cement concrete, (Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on DS Road to Khongching
62.66
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Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m i) Br. No. 3/1 on DS Road to Bheta Gaon
2.66
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Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m ii) Br. No. 1/1 on DS Road to Khongching
2.66
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Box Culvert Structure(External wall, Internal wall, Corbel & Haunches, Fly Walls)
i) Br. No. 3/1 on DS Road to Bheta Gaon
11.93
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Box Culvert Structure(External wall, Internal wall, Corbel & Haunches, Fly Walls)
ii) Br. No. 1/1 on DS Road to Khongching
10.92
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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 DS Road to Bheta Gaon
49.63
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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. 1/1 on DS Road to Khongching
31.86
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material i) Br. No. 3/1 on DS Road to Bheta Gaon
67.44
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Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material ii) Br. No. 1/1 on DS Road to Khongching
205.4
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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 specifications (1000 mm c/c) i) Br. No. 3/1 on DS Road to Bheta Gaon
3
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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 specifications (1000 mm c/c) ii) Br. No. 1/1 on DS Road to Khongching
32
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Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. i) Br. No. 3/1 on DS Road to Bheta Gaon
4
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Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. ii) Br. No. 1/1 on DS Road to Khongching
4
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Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department i) Br. No. 3/1 on DS Road to Bheta Gaon
4
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Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department ii) Br. No. 1/1 on DS Road to Khongching
4
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Plain/Reinforced cement concrete, (RCC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m i) Br. No. 3/1 on DS Road to Bheta Gaon
46.66
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Plain/Reinforced cement concrete, (RCC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m ii) Br. No. 1/1 on DS Road to Khongching
46.64
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump i) Br. No. 3/1 on DS Road to Bheta Gaon
44.23
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Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on DS Road to Khongching
44.23
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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 DS Road to Bheta Gaon
7.88
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 1/1 on DS Road to Khongching
5.32
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Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.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 DS Road to Bheta Gaon
15.75
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Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.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 DS Road to Khongching
15.96
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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-40 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. i) Br. No. 3/1 on DS Road to Bheta Gaon
59.95
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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-40 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. 1/1 on DS Road to Khongching
60.71
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Deck slab
i) Br. No. 3/1 on DS Road to Bheta Gaon
18.4
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Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Deck slab
ii) Br. No. 1/1 on DS Road to Khongching
16.47
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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 DS Road to Bheta Gaon
15.5
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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. 1/1 on DS Road to Khongching
15.5
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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. ) For Plain surface i) Br. No. 3/1 on DS Road to Bheta Gaon
1879.03
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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. ) For Plain surface ii) Br. No. 1/1 on DS Road to Khongching
2097.08
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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, section 9.1 & 9.2 and clause 2006 of
MORTH&S Specification complete as per drawing and approved technical specification.
FIX ,FREE,LONG,TRANS 230 MT
i) Br. No. 3/1 on DS Road to Bheta Gaon
540
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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, section 9.1 & 9.2 and clause 2006 of
MORTH&S Specification complete as per drawing and approved technical specification.
FIX ,FREE,LONG,TRANS 230 MT
ii) Br. No. 1/1 on DS Road to Khongching
540
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Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
i) Br. No. 3/1 on DS Road to Bheta Gaon
17
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Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
ii) Br. No. 1/1 on DS Road to Khongching
17
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Providing and fixing drainage spouts as per MORT & H specifications. i) Br. No. 3/1 on DS Road to Bheta Gaon
8
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Providing and fixing drainage spouts as per MORT & H specifications. ii) Br. No. 1/1 on DS Road to Khongching
8
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Span Load Test
Load testing of one or more spans of bridge 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 100.00mt or part there for in the span load capacity upto 800.00 mt i) Br. No. 3/1 on DS Road to Bheta Gaon
1
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Span Load Test
Load testing of one or more spans of bridge 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 100.00mt or part there for in the span load capacity upto 800.00 mt ii) Br. No. 1/1 on DS Road to Khongching
1
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302
150 m Filter Media i) Br. No. 3/1 on DS Road to Bheta Gaon
20.07
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications clause 1302
150 m Filter Media ii) Br. No. 1/1 on DS Road to Khongching
24.62
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Providing and laying pitching on slopes laid over prepared filter as per drawing and technical specifiactions Clause 1302
300 mm Filter stone pitching i) Br. No. 3/1 on DS Road to Bheta Gaon
40.15
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Providing and laying pitching on slopes laid over prepared filter as per drawing and technical specifiactions Clause 1302
300 mm Filter stone pitching ii) Br. No. 1/1 on DS Road to Khongching
49.24
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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 DS Road to Bheta Gaon
255.93
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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. 1/1 on DS Road to Khongching
191.51
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. i) Br. No. 3/1 on DS Road to Bheta Gaon
0.14
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. ii) Br. No. 1/1 on DS Road to Khongching
0.21
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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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 i) Br. No. 3/1 on DS Road to Bheta Gaon
1974.14
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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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ii) Br. No. 1/1 on DS Road to Khongching
5048.33
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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. i) Br. No. 3/1 on DS Road to Bheta Gaon
652.27
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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. ii) Br. No. 1/1 on DS Road to Khongching
1043.77
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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. i) Br. No. 3/1 on DS Road to Bheta Gaon
140.54
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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. ii) Br. No. 1/1 on DS Road to Khongching
201.29
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means i) Br. No. 3/1 on DS Road to Bheta Gaon
66.38
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means ii) Br. No. 1/1 on DS Road to Khongching
94.5
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means i) Br. No. 3/1 on DS Road to Bheta Gaon
66.38
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means ii) Br. No. 1/1 on DS Road to Khongching
94.5
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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) Br. No. 3/1 on DS Road to Bheta Gaon
885
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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. ii) Br. No. 1/1 on DS Road to Khongching
1260
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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 b ythe Engineer including preparation of ground, fetching of sods andwatering as per Technical Specification Clause 309. i) Br. No. 3/1 on DS Road to Bheta Gaon
2082.12
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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 b ythe Engineer including preparation of ground, fetching of sods andwatering as per Technical Specification Clause 309. ii) Br. No. 1/1 on DS Road to Khongching
1975.24
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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) 600mm equilateral triangle i) Br. No. 3/1 on DS Road to Bheta Gaon
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) 600mm equilateral triangle ii) Br. No. 1/1 on DS Road to Khongching
2
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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
iv) 800mm x 600mm rectangular i) Br. No. 3/1 on DS Road to Bheta Gaon
6
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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
iv) 800mm x 600mm rectangular ii) Br. No. 1/1 on DS Road to Khongching
2
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Metal Beam Crash Barrier, 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 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) i) Br. No. 3/1 on DS Road to Bheta Gaon
80
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Metal Beam Crash Barrier, 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 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) ii) Br. No. 1/1 on DS Road to Khongching
80
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface i) Br. No. 3/1 on DS Road to Bheta Gaon
36
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface ii) Br. No. 1/1 on DS Road to Khongching
56
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Tree Plantation
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 DS Road to Bheta Gaon
6
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Tree Plantation
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 DS Road to Khongching
6
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Labour for dismantling all members of the timber bridge (excluding piles) with necessary scaffolding Jati bamboos, jumper rpoes 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. 1/1 on DS Road to Khongching
40
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Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) i) Br. No. 3/1 on DS Road to Bheta Gaon
12
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Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on DS Road to Khongching
12
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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) i) Br. No. 3/1 on DS Road to Bheta Gaon
6
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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) ii) Br. No. 1/1 on DS Road to Khongching
6
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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage) i) Br. No. 3/1 on DS Road to Bheta Gaon
12
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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage) ii) Br. No. 1/1 on DS Road to Khongching
12
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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 3/1 on DS Road to Bheta Gaon
6
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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on DS Road to Khongching
6
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Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 3/1 on DS Road to Bheta Gaon
12
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Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on DS Road to Khongching
12
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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 3/1 on DS Road to Bheta Gaon
6
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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on DS Road to Khongching
6
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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 3/1 on DS Road to Bheta Gaon
12
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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on DS Road to Khongching
12
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Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) i) Br. No. 3/1 on DS Road to Bheta Gaon
6
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Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) ii) Br. No. 1/1 on DS Road to Khongching
6
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Training related to Capacity Building i) Br. No. 3/1 on DS Road to Bheta Gaon
2
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Training related to Capacity Building ii) Br. No. 1/1 on DS Road to Khongching
2
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A Provisional Sum (Fixed Amount) for the items of Utility Shifting and Tree Cutting of Rs. 1,26,342.00 (not to be changed by the bidder in BOQ) i) Br. No. 3/1 on DS Road to Bheta Gaon
1
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A Provisional Sum (Fixed Amount) for the items of Tree Cutting of Rs. 2,08,586.00 (not to be changed by the bidder in BOQ)
ii) Br. No. 1/1 on DS Road to Khongching
1
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