Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date17 Jul 2024
Closing Date24 Jul 2024
Tender Amount₹ 2,71,81,000
Costs
EMD
₹ 5,44,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Karbi-anglong District I) Br. No. 4/2 On Jeng Ronghang To Manduli And Ii) Br. No. 7/1 On Jeng Ronghang To Manduli
Description
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Contact
Tender Id
2024_PWRDW_38064_2Bid Award Id
ViewTender No
CE/EAPARRBP111TENDERS2024PtI12Tender 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) ii) Br. No. 7/1 on Jeng Ronghang to Manduli
7.92
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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. 4/2 on Jeng Ronghang to Manduli
3
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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. 7/1 on Jeng Ronghang to Manduli
3
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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. 4/2 on Jeng Ronghang to Manduli
175.5
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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. 7/1 on Jeng Ronghang to Manduli
189
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-
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. No. 7/1 on Jeng Ronghang to Manduli
0.11
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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. 4/2 on Jeng Ronghang to Manduli
354.34
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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. 7/1 on Jeng Ronghang to Manduli
337.73
-
-
Levelling course for Pile cap i) Br. No. 4/2 on Jeng Ronghang to Manduli
7.71
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-
Levelling course for Pile cap ii) Br. No. 7/1 on Jeng Ronghang to Manduli
7.71
-
-
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. 4/2 on Jeng Ronghang to Manduli
95.44
-
-
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. 7/1 on Jeng Ronghang to Manduli
95.44
-
-
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. 4/2 on Jeng Ronghang to Manduli
31.36
-
-
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. 7/1 on Jeng Ronghang to Manduli
32.77
-
-
Plain/Reinforced cement concrete,(Box culvert including walls, haunches, Corbel, riding return walls, fly walls ) 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. 4/2 on Jeng Ronghang to Manduli
51.77
-
-
Plain/Reinforced cement concrete,(Box culvert including walls, haunches, Corbel, riding return walls, fly walls ) 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. 7/1 on Jeng Ronghang to Manduli
35.68
-
-
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
Box Culvert Structure(External wall, Internal wall, Corbel & Haunches, Fly Walls)
i) Br. No. 4/2 on Jeng Ronghang to Manduli
11.43
-
-
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. 7/1 on Jeng Ronghang to Manduli
9.54
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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. 4/2 on Jeng Ronghang to Manduli
40.36
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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. 7/1 on Jeng Ronghang to Manduli
31.34
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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. 4/2 on Jeng Ronghang to Manduli
180.13
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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. 7/1 on Jeng Ronghang to Manduli
50.83
-
-
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. 4/2 on Jeng Ronghang to Manduli
72
-
-
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. 4/2 on Jeng Ronghang to Manduli
6
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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. 7/1 on Jeng Ronghang to Manduli
6
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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. 4/2 on Jeng Ronghang to Manduli
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. No. 7/1 on Jeng Ronghang to Manduli
6
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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. 4/2 on Jeng Ronghang to Manduli
61.97
-
-
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. 7/1 on Jeng Ronghang to Manduli
61.97
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 4/2 on Jeng Ronghang to Manduli
7.88
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-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 7/1 on Jeng Ronghang to Manduli
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. 4/2 on Jeng Ronghang to Manduli
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. No. 7/1 on Jeng Ronghang to Manduli
15.75
-
-
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. 4/2 on Jeng Ronghang to Manduli
43.61
-
-
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. 7/1 on Jeng Ronghang to Manduli
34.8
-
-
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. 4/2 on Jeng Ronghang to Manduli
13.08
-
-
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. 7/1 on Jeng Ronghang to Manduli
13.08
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 4/2 on Jeng Ronghang to Manduli
13.11
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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. 7/1 on Jeng Ronghang to Manduli
13.11
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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. 4/2 on Jeng Ronghang to Manduli
315.92
-
-
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. 7/1 on Jeng Ronghang to Manduli
281.49
-
-
Providing and fixing drainage spouts as per MORT & H specifications. i) Br. No. 4/2 on Jeng Ronghang to Manduli
3
-
-
Providing and fixing drainage spouts as per MORT & H specifications. ii) Br. No. 7/1 on Jeng Ronghang to Manduli
3
-
-
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. 4/2 on Jeng Ronghang to Manduli
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. No. 7/1 on Jeng Ronghang to Manduli
1
-
-
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. 4/2 on Jeng Ronghang to Manduli
20.19
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
300 mm Filter Media
i) Br. No. 4/2 on Jeng Ronghang to Manduli
40.39
-
-
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. 4/2 on Jeng Ronghang to Manduli
35.38
-
-
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. 4/2 on Jeng Ronghang to Manduli
0.15
-
-
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. 7/1 on Jeng Ronghang to Manduli
0.11
-
-
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. 4/2 on Jeng Ronghang to Manduli
14.34
-
-
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. 7/1 on Jeng Ronghang to Manduli
665.28
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
i) Br. No. 4/2 on Jeng Ronghang to Manduli
4380.63
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
834.7
-
-
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. 4/2 on Jeng Ronghang to Manduli
700.43
-
-
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. 7/1 on Jeng Ronghang to Manduli
509.96
-
-
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. 4/2 on Jeng Ronghang to Manduli
148.01
-
-
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. 7/1 on Jeng Ronghang to Manduli
118.45
-
-
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. 4/2 on Jeng Ronghang to Manduli
69.84
-
-
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. 7/1 on Jeng Ronghang to Manduli
56.15
-
-
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. 4/2 on Jeng Ronghang to Manduli
69.84
-
-
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. 7/1 on Jeng Ronghang to Manduli
56.15
-
-
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. 4/2 on Jeng Ronghang to Manduli
931.13
-
-
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. 7/1 on Jeng Ronghang to Manduli
748.69
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or asdirected by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
i) Br. No. 4/2 on Jeng Ronghang to Manduli
375.39
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or asdirected by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
280.42
-
-
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. 4/2 on Jeng Ronghang to Manduli
2
-
-
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. 7/1 on Jeng Ronghang to Manduli
2
-
-
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. 4/2 on Jeng Ronghang to Manduli
2
-
-
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. 7/1 on Jeng Ronghang to Manduli
2
-
-
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. 4/2 on Jeng Ronghang to Manduli
80
-
-
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. 7/1 on Jeng Ronghang to Manduli
80
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface i) Br. No. 4/2 on Jeng Ronghang to Manduli
38.46
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-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface ii) Br. No. 7/1 on Jeng Ronghang to Manduli
28.73
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
Above 600 mm to 900 mm dia Hume pipe i) Br. No. 4/2 on Jeng Ronghang to Manduli
1.1
-
-
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
Above 600 mm to 900 mm dia Hume pipe ii) Br. No. 7/1 on Jeng Ronghang to Manduli
1.37
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-
Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apartand white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
i) Br. No. 4/2 on Jeng Ronghang to Manduli
26.35
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apartand white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department.
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
26.35
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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. 4/2 on Jeng Ronghang to Manduli
175
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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. 7/1 on Jeng Ronghang to Manduli
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.
i) Br. No. 4/2 on Jeng Ronghang to Manduli
105
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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. 7/1 on Jeng Ronghang to Manduli
105
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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. 4/2 on Jeng Ronghang to Manduli
53
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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. 7/1 on Jeng Ronghang to Manduli
53
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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. 4/2 on Jeng Ronghang to Manduli
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. 7/1 on Jeng Ronghang to Manduli
6
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Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 4/2 on Jeng Ronghang to Manduli
12
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-
Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
12
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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage)
i) Br. No. 4/2 on Jeng Ronghang to Manduli
6
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Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage)
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
6
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Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)
i) Br. No. 4/2 on Jeng Ronghang to Manduli
12
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-
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
12
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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 4/2 on Jeng Ronghang to Manduli
6
-
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Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
6
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Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 4/2 on Jeng Ronghang to Manduli
12
-
-
Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
12
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 4/2 on Jeng Ronghang to Manduli
6
-
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Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 4/2 on Jeng Ronghang to Manduli
12
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Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
i) Br. No. 4/2 on Jeng Ronghang to Manduli
6
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Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
6
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Training related to Capacity Building
i) Br. No. 4/2 on Jeng Ronghang to Manduli
2
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Training related to Capacity Building
ii) Br. No. 7/1 on Jeng Ronghang to Manduli
2
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A Provisional sum (Fixed Amount) for the items of Utility Shifting & Tree cutting afforestation of Rs. 4,47,868.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 4/2 on Jeng Ronghang to Manduli
1
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