Public Works Roads Department Tender
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Costs
EMD
₹ 29,32,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Hojai District I. Br. No. 1/1 On Murajhar Samarali Ii.br. No. 1/1 On Changmaji To Modartoli Via Mikirgaon
Description
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Contact
Tender Id
2024_PWRDW_37049_2Bid Award Id
ViewTender No
No CEEAPARRBP01TENDERS2024/9Tender 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. No. 1/1 on Murajhar Samarali
10.4
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
18.42
-
-
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 Murajhar Samarali
18
-
-
Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
9
-
-
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 Murajhar Samarali
1428
-
-
Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
486
-
-
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. No. 1/1 on Murajhar Samarali
121.76
-
-
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. 1/1 on Changmaji to Modartoli via Mikirgaon
10.24
-
-
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 Murajhar Samarali
925.74
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
612.26
-
-
Levelling course for Pile cap
i) Br. No. 1/1 on Murajhar Samarali
30.17
-
-
Levelling course for Pile cap ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
23.76
-
-
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 Murajhar Samarali
930.2
-
-
Cement concrete for reinforced concrete in Pile cap & Tie Beam complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
408.73
-
-
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 Murajhar Samarali
368.77
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
Pile & Pile caps, Beams
ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
114.94
-
-
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
i) Br. No. 1/1 on Murajhar Samarali
150.65
-
-
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. 1/1 on Changmaji to Modartoli via Mikirgaon
234.77
-
-
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 Murajhar Samarali
16.64
-
-
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. 1/1 on Changmaji to Modartoli via Mikirgaon
5.49
-
-
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 Murajhar Samarali
31.54
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
20.5
-
-
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 Murajhar Samarali
1.63
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRTH specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size toeards the wall and provided over the entire surfaces behind the abutement, wing wall and return wall to the full height compacted to firm condition complete as per drawing and technical specification. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
40.5
-
-
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 Murajhar Samarali
33.97
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
265.35
-
-
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 Murajhar Samarali
20
-
-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (1000 mm c/c) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
192
-
-
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 Murajhar Samarali
3900
-
-
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. 1/1 on Changmaji to Modartoli via Mikirgaon
1560
-
-
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 Murajhar Samarali
12
-
-
Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
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
i) Br. No. 1/1 on Murajhar Samarali
12
-
-
Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
6
-
-
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 i) Br. No. 1/1 on Murajhar Samarali
437.81
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
175.12
-
-
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. 1/1 on Murajhar Samarali
344.1
-
-
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 & RCC Cross Girder Height 5m to 10m Case II Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
137.64
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
i) Br. No. 1/1 on Murajhar Samarali
7.98
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
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. No. 1/1 on Murajhar Samarali
15.96
-
-
Reinforced cement concrete approach slab (M30) including reinforcement and formwork complete as per drawing and Technical specification.TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
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. No. 1/1 on Murajhar Samarali
318.69
-
-
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
138.56
-
-
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
i) Br. No. 1/1 on Murajhar Samarali
24.97
-
-
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
9.99
-
-
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 Murajhar Samarali
74.9
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in superstructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
28.5
-
-
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 Murajhar Samarali
88.8
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
38.17
-
-
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 Murajhar Samarali
9318.76
-
-
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
2986.6
-
-
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 Murajhar Samarali
51
-
-
Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
25.5
-
-
Providing and fixing drainage spouts as per MORT & H specifications.
i) Br. No. 1/1 on Murajhar Samarali
60
-
-
Providing and fixing drainage spouts as per MORT & H specifications. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
24
-
-
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 Murajhar Samarali
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. 1/1 on Changmaji to Modartoli via Mikirgaon
1
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
i) Br. No. 1/1 on Murajhar Samarali
101.36
-
-
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. 1/1 on Changmaji to Modartoli via Mikirgaon
87.74
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
i) Br. No. 1/1 on Murajhar Samarali
202.73
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
300 mm Filter Media
ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
175.48
-
-
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 Murajhar Samarali
446.22
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
85.03
-
-
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 Murajhar Samarali
0.25
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
0.29
-
-
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 Murajhar Samarali
6299.08
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
6031.24
-
-
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 Murajhar Samarali
1271.9
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
1472.9
-
-
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 Murajhar Samarali
235.91
-
-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
266.9
-
-
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 Murajhar Samarali
110.53
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Mechanical Means ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
124.88
-
-
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 Murajhar Samarali
110.53
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
124.88
-
-
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 Murajhar Samarali
1324.25
-
-
Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
1515.5
-
-
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 Murajhar Samarali
1529.98
-
-
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. 1/1 on Changmaji to Modartoli via Mikirgaon
2301
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
i) 600mm equilateral triangle
i) Br. No. 1/1 on Murajhar Samarali
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. 1/1 on Changmaji to Modartoli via Mikirgaon
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 circular
i) Br. No. 1/1 on Murajhar Samarali
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) 800mm x 600mm rectangular
i) Br. No. 1/1 on Murajhar Samarali
2
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-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
iv) 800mm x 600mm rectangular ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
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. No. 1/1 on Murajhar Samarali
80
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-
Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash
Barrier (Providing and erecting a "W" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
80
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
i) Br. No. 1/1 on Murajhar Samarali
67.4
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
77.6
-
-
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.
i) Br. No. 1/1 on Murajhar Samarali
6
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Tree Plantation
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
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. 1/1 on Changmaji to Modartoli via Mikirgaon
40
-
-
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)
i) Br. No. 1/1 on Murajhar Samarali
150
-
-
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. 1/1 on Changmaji to Modartoli via Mikirgaon
60
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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. 1/1 on Murajhar Samarali
160
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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. 1/1 on Changmaji to Modartoli via Mikirgaon
70
-
-
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 Murajhar Samarali
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. 1/1 on Changmaji to Modartoli via Mikirgaon
175
-
-
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 Murajhar Samarali
105
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-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
105
-
-
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 Murajhar Samarali
53
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-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
53
-
-
Type A (Concrete Cradle) Bedding i) Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i) Rate as per Item No.11.4 (II)(i) of Chapter 11 cum 5,216.1 ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
52.02
-
-
Providing and laying reinforced cement concrete pipe NP4 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1200 mm dia ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
61.8
-
-
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 mix with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
3.2
-
-
Plain cement concrete in sub-structure complete as per drawing and Technical Specifications ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
48.6
-
-
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification. ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
13.5
-
-
Providing and laying Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
3.73
-
-
Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 1/1 on Murajhar Samarali
12
-
-
Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
12
-
-
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage)
i) Br. No. 1/1 on Murajhar Samarali
6
-
-
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
6
-
-
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/1 on Murajhar Samarali
12
-
-
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
12
-
-
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 1/1 on Murajhar Samarali
6
-
-
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
6
-
-
Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/1 on Murajhar Samarali
12
-
-
Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
12
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 1/1 on Murajhar Samarali
6
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 1/1 on Murajhar Samarali
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 1/1 on Murajhar Samarali
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
6
-
-
Cost of Training related to Capacity Building
i) Br. No. 1/1 on Murajhar Samarali
2
-
-
Cost of Training related to Capacity Building ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
2
-
-
A Provisional Sum (Fixed Amount) for the items of Tree Cutting of Rs. 1,98,497.00 (not to be changed by the bidder in BOQ)
i) Br. No. 1/1 on Murajhar Samarali
1
-
-
A Provisional Sum (Fixed Amount) for the items of Tree Cutting of Rs. 1,43,407.00 (not to be changed by the bidder in BOQ)
ii) Br. No. 1/1 on Changmaji to Modartoli via Mikirgaon
1
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-
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