Public Works Roads Department Tender
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Costs
EMD
₹ 21,43,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Nagaon District 1. Br. On Olapia Bebejia To Nonoi Dakhinpat Road 2. Br. On Nasatra To Shantipur Road
Description
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Contact
Tender Id
2023_PWRDW_34829_1Bid Award Id
ViewTender No
CE/EAPARRBP111TENDERS2023PT1/7Tender Authority
Public Works Roads Department ViewPurchaser Address
-
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Documents
BOQ Items
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
28
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-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) ii) Br. on Nasatra to Shantipur Road
34
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
8
-
-
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. on Nasatra to Shantipur Road
8
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
510
-
-
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. on Nasatra to Shantipur Road
684
-
-
Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing
i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
7.59
-
-
Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing
ii) Br. on Nasatra to Shantipur Road
37.71
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
757.13
-
-
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. on Nasatra to Shantipur Road
1088.81
-
-
Levelling course for Pile cap
i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
26.86
-
-
Levelling course for Pile cap
ii) Br. on Nasatra to Shantipur Road
24.41
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
272.48
-
-
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) ii) Br. on Nasatra to Shantipur Road
544.97
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Foundation as per drawings and technical specifications Clauses 1000 and 1202
i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
129.68
-
-
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. on Nasatra to Shantipur Road
142.32
-
-
Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, abutment shaft, pier, pier cap,& 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. on Olapia Bebejia to nonoi Dakhinpat Road
130.15
-
-
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. on Nasatra to Shantipur Road
171.02
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
198.74
-
-
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
ii) Br. on Nasatra to Shantipur Road
174.66
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
5.44
-
-
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. on Nasatra to Shantipur Road
9.65
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
51.93
-
-
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. on Nasatra to Shantipur Road
61.56
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
147.59
-
-
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. on Nasatra to Shantipur Road
123.08
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
559.62
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material
ii) Br. on Nasatra to Shantipur Road
531.78
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (1000 mm c/c) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
212
-
-
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. on Nasatra to Shantipur Road
256
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
6
-
-
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. on Nasatra to Shantipur Road
8
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
6
-
-
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. on Nasatra to Shantipur Road
8
-
-
Plain/Reinforced cement concrete, (PSC I Girder) 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. on Olapia Bebejia to nonoi Dakhinpat Road
138.62
-
-
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. on Nasatra to Shantipur Road
264.63
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
111.19
-
-
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. on Nasatra to Shantipur Road
206.46
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
7.88
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
ii) Br. on Nasatra to Shantipur Road
7.98
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
15.75
-
-
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. on Nasatra to Shantipur Road
15.96
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
131.73
-
-
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. on Nasatra to Shantipur Road
204.35
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
24.78
-
-
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. on Nasatra to Shantipur Road
42.89
-
-
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
ii) Br. on Nasatra to Shantipur Road
15.09
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
32.38
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
ii) Br. on Nasatra to Shantipur Road
54.88
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
5529.75
-
-
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. on Nasatra to Shantipur Road
7591.05
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
1320
-
-
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. on Nasatra to Shantipur Road
2340
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
25.5
-
-
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. on Nasatra to Shantipur Road
34
-
-
Providing and fixing drainage spouts as per MORT & H specifications. i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
20
-
-
Providing and fixing drainage spouts as per MORT & H specifications.
ii) Br. on Nasatra to Shantipur Road
36
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
1
-
-
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. on Nasatra to Shantipur Road
1
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
94.79
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
150 mm thk Granular material
ii) Br. on Nasatra to Shantipur Road
175.57
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
47.39
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
300 mm thick boulder pitching
ii) Br. on Nasatra to Shantipur Road
351.14
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
787.76
-
-
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. on Nasatra to Shantipur Road
300.65
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
0.26
-
-
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. on Nasatra to Shantipur Road
0.31
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
7484.45
-
-
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. on Nasatra to Shantipur Road
8440.64
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
1317.82
-
-
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. on Nasatra to Shantipur Road
1756.95
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
243.81
-
-
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. on Nasatra to Shantipur Road
279.05
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
114.19
-
-
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. on Nasatra to Shantipur Road
132.3
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
114.19
-
-
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. on Nasatra to Shantipur Road
130.5
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
1522.5
-
-
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. on Nasatra to Shantipur Road
1740
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
6591.49
-
-
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. on Nasatra to Shantipur Road
5013.41
-
-
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. on Olapia Bebejia to nonoi Dakhinpat Road
3
-
-
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. on Nasatra to Shantipur Road
4
-
-
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 circular
ii) Br. on Nasatra to Shantipur Road
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) 800mm x 600mm rectangular i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
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) 800mm x 600mm rectangular
ii) Br. on Nasatra to Shantipur Road
4
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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. on Olapia Bebejia to nonoi Dakhinpat Road
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. on Nasatra to Shantipur Road
80
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
70
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
ii) Br. on Nasatra to Shantipur Road
81.6
-
-
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 i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
10
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-
Dismantling Steel Work in all Types of Sections upto a height of 5 m above Plinth Level excluding Cutting of rivet as per Technical Specification Clause 202.
i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
2.47
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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. on Olapia Bebejia to nonoi Dakhinpat Road
6
-
-
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. on Nasatra to Shantipur Road
6
-
-
Implementation of Environmental and Social Management Plan
Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
12
-
-
Implementation of Environmental and Social Management Plan
Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage)
ii) Br. on Nasatra to Shantipur Road
12
-
-
Implementation of Environmental and Social Management Plan
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
6
-
-
Implementation of Environmental and Social Management Plan
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage)
ii) Br. on Nasatra to Shantipur Road
6
-
-
Implementation of Environmental and Social Management Plan
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
12
-
-
Implementation of Environmental and Social Management Plan
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. on Nasatra to Shantipur Road
12
-
-
Implementation of Environmental and Social Management Plan
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
6
-
-
Implementation of Environmental and Social Management Plan
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. on Nasatra to Shantipur Road
6
-
-
Implementation of Environmental and Social Management Plan
Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
12
-
-
Implementation of Environmental and Social Management Plan
Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. on Nasatra to Shantipur Road
12
-
-
Implementation of Environmental and Social Management Plan
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
6
-
-
Implementation of Environmental and Social Management Plan
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. on Nasatra to Shantipur Road
6
-
-
Implementation of Environmental and Social Management Plan
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
12
-
-
Implementation of Environmental and Social Management Plan
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. on Nasatra to Shantipur Road
12
-
-
Implementation of Environmental and Social Management Plan
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
6
-
-
Implementation of Environmental and Social Management Plan
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. on Nasatra to Shantipur Road
6
-
-
Cost of Training related to Capacity Building i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
2
-
-
Cost of Training related to Capacity Building
ii) Br. on Nasatra to Shantipur Road
2
-
-
A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 2,10,662.00 (not to be changed by the Bidder in BOQ) i) Br. on Olapia Bebejia to nonoi Dakhinpat Road
1
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-
A Provisional sum (fixed amount) for items of tree felling/plantation of Rs. 7,36,245.00 (not to be changed by the Bidder in BOQ) ii) Br. on Nasatra to Shantipur Road
1
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-
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