Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date17 Nov 2023
Closing Date16 Dec 2023
Tender Amount₹ 5,05,10,000
Costs
EMD
₹ 10,10,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Constrctin Of Bridges In Karbi-anglong Dist I Brno 1/1 On Howraghat Parakhowa Rd Near Okereng To Phuloni Co Via Nihang Engti Gaon Ii Brno 1/4 On Parakhowa Howraghat Rd To Parakhowa Cherakani Rd Via Dhaplangjan
Description
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Contact
Tender Id
2023_PWRDW_34013_4Bid Award Id
ViewTender No
CE/EAP/ARRBP/111TENDERS2023/96Tender 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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
33.2
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti 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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
240
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
252
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
488.86
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
434.79
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Levelling course for Pile cap
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
19.59
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Levelling course for Pile cap
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
9.43
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Cement concrete for reinforced concrete in Pile cap complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti 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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
168.61
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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
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
53.39
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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
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
51.43
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Plain/Reinforced cement concrete,( abutment shafts & Pier, Piercap & 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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
77.61
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Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, 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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
106.61
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Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M25 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
135.82
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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 Using Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti 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 Using Batching Plant, Transit Mixer and Concrete Pump Height 5m to 10m ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
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
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
28.72
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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 in substructure
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
17.69
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
113.31
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
48.28
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
405.27
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
270.15
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
224
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
48
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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.
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
660
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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.
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
780
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti 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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti 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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
4
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Plain/Reinforced cement concrete, (RCC I Girder & Deck Slab) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser D. RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Concrete Pump
II. For T-beam & slab
b Height 5m to 10m i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
124.29
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Plain/Reinforced cement concrete, (PSC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser D. PSC Grade M40
Case II Using Batching Plant, Transit Mixer and Concrete Pump
II. For T-beam & slab
b Height 5m to 10m ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
88.21
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
68.82
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
8.93
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PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
7.88
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
17.85
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
15.75
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
78.63
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
81.8
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High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
5.03
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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
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
16.72
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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
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
14.3
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
18.32
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
21.35
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
2654.21
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
3730.77
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti 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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
17
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Providing and fixing drainage spouts as per MORT & H specifications.
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
10
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Providing and fixing drainage spouts as per MORT & H specifications.
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
12
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti 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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
1
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.
150 mm Filter Media
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
76.89
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Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302.
150 mm Filter Media
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
36.82
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302.
300 mm thick stone pitching
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
153.78
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302.
300 mm thick stone pitching
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
73.64
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
316.33
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
428.63
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
0.24
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
0.27
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
7970.37
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
6702.5
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
1184.55
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
1366.49
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
222.55
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
250.49
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
104.34
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
117.28
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
104.34
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... More
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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
117.28
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
1241.75
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
1414.25
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
3355.46
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
1351.27
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
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
ii) 600mm equilateral triangle
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
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
iii) 600mm circular
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
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
iii) 600mm circular
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
6
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... More
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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti 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
iv) 800mm x 600mm rectangular
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
40
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
80
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
63
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
72.2
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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. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti 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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
6
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
40
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
30
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Construction of temporary Bamboo bridge of 3.70m clear road way with Bholuka or Barua Bamboo post 5nos. in each rows driven at least180cm. below ground level and rows not more than 150cm apart from center to center Bholuka or Barua Bamboo dham longitudinal groth both closely placed and tied with half bamboo 90cm to 120cm apart in both layers and ttwo layers of jati bamboo chattais ( top layer should be digonally woven), 70 mm to 100 mm thick brushwood in between chattias should be tied with half jati bamboo on both ends, bamboo railing with bholuka or barua bamboo post placed at150cm apart jati or betua bamboo hand rails of two lines both side of every alternate rows.All tying must be done with cane or coir string and only mature bamboo should be used in work.
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
40
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
175
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
105
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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. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
53
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Implementation of Environmental and Social Management Plan
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
12
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Implementation of Environmental and Social Management Plan
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
12
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Implementation of Environmental and Social Management Plan
Air quality monitoring at 3 locations for 2 seasons for1year. (Operation Stage)
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
6
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Implementation of Environmental and Social Management Plan
Air quality monitoring at 3 locations for 2 seasons for1year. (Operation Stage)
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
6
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... More
Implementation of Environmental and Social Management Plan
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
12
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-
... More
Implementation of Environmental and Social Management Plan
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
12
-
-
... More
Implementation of Environmental and Social Management Plan
Water quality monitoring at 3l locations for 2 seasons for1year. (Operation Stage)
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
6
-
-
... More
Implementation of Environmental and Social Management Plan
Water quality monitoring at 3l locations for 2 seasons for1year. (Operation Stage)
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
6
-
-
... More
Implementation of Environmental and Social Management Plan
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
12
-
-
... More
Implementation of Environmental and Social Management Plan
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
12
-
-
... More
Implementation of Environmental and Social Management Plan
Noise quality monitoring at 3 locations for 2 seasons for1year. (Operation Stage)
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
6
-
-
... More
Implementation of Environmental and Social Management Plan
Noise quality monitoring at 3 locations for 2 seasons for1year. (Operation Stage)
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
6
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-
... More
Implementation of Environmental and Social Management Plan
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
12
-
-
... More
Implementation of Environmental and Social Management Plan
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
12
-
-
... More
Implementation of Environmental and Social Management Plan
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
6
-
-
... More
Implementation of Environmental and Social Management Plan
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
6
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Training related to Capacity Building
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
2
-
-
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Training related to Capacity Building
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
2
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A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 84,530.00 (not to be changed by the Bidder in BOQ)
i) Br. No. 1/1 on Howraghat Parakhowa Road near Okereng to Phuloni Circle office via Nihang Engti Gaon
1
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A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 1,70,321.00 (not to be changed by the Bidder in BOQ)
ii) Br. No. 1/4 on Parakhowa Howraghat Road to Parakhowa Cherakani road via Dhaplangjan
1
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