Public Works Roads Department Tender
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Costs
EMD
₹ 10,38,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Morigaon District I.br 1/1 Kodamtola To Dakhin Tengaguri Rd Ii.br 2/1 Kadamtola To Dakin Tengaguri Rd
Description
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Contact
Tender Id
2023_PWRDW_32940_3Bid Award Id
ViewTender No
CE/EAP/ARRBP/111TENDERS2023/44Tender Authority
Public Works Roads Department ViewPurchaser Address
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Documents
BOQ Items
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 Kadamtola to Dakhin Tengaguri Road
30
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-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
522.5
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
709.5
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
18
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Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
24
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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. 2/1 on Kadamtola to Dakhin Tengaguri Road
6
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Pile integrity test. Integrity testing for all piles by using pile driving analyser or equivalent as approved by engineer in charge and detailed in specification. Test to be carried out by an approved reputed agency. Item to include all incidental work to execute the job
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
4
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Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
270
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-
Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
180
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
723.06
-
-
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 Kadamtola to Dakhin Tengaguri Road
255.09
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-
Levelling course for Pile cap
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
15.84
-
-
Levelling course for Pile cap
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
9.43
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri 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) i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
159.73
-
-
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
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
70.69
-
-
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 Kadamtola to Dakhin Tengaguri Road
51.63
-
-
Dismantling of Existing HP - Hume Pipe Culvert
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
8
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Dismantling of Existing slab culvert (5.00X5.00X1.00M) (i) base slab - Foundation (ii) walls (iii) Top slab
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
82.2
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Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
125.89
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-
Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, abutment shafts & Pier, Piercap & Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
65.74
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
2.66
-
-
Plain/Reinforced cement concrete, (Pedestal & Sesmic Arrestor) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M40 Height 5m to 10m i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
2.66
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202 in substructure
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
23.16
-
-
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 Kadamtola to Dakhin Tengaguri Road
9.94
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
60.99
-
-
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 Kadamtola to Dakhin Tengaguri Road
34.39
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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. 2/1 on Kadamtola to Dakhin Tengaguri Road
393.47
-
-
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 Kadamtola to Dakhin Tengaguri Road
216.62
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
16
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-
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specifications (1000 mm c/c)
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
32
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-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of
MORTH&S Specification complete as per drawing and approved technical specification.
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
660
-
-
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 Kadamtola to Dakhin Tengaguri Road
780
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
4
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-
Rebound Hammer test Non-Destructive tecting with rebound hammer for detection of damage zone in reinforced concrete structures and furnishing the finding in proper comprehensing format.
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
4
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-
Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
4
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Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
4
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Plain/Reinforced cement concrete, (RCC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser RCC Grade M35 Height 5m to 10m ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
66.3
-
-
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 Kadamtola to Dakhin Tengaguri Road
88.21
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
57.52
-
-
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 Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
68.82
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
8.93
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
7.88
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
17.85
-
-
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 Kadamtola to Dakhin Tengaguri Road
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.
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
49.18
-
-
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 Kadamtola to Dakhin Tengaguri Road
81.8
-
-
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 Kadamtola to Dakhin Tengaguri Road
5.03
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in complete as per drawings and technical specifications Clauses 1000 and 1202
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
21.88
-
-
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 Kadamtola to Dakhin Tengaguri Road
15.01
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
14.06
-
-
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 Kadamtola to Dakhin Tengaguri Road
21.35
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
2409.39
-
-
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 Kadamtola to Dakhin Tengaguri Road
3622.16
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
17
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-
Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation).
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
17
-
-
Providing and fixing drainage spouts as per MORT & H specifications.
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
10
-
-
Providing and fixing drainage spouts as per MORT & H specifications.
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
12
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
1
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-
Span Load Test
Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
1
-
-
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
For Toe wall
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
142.09
-
-
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
For Boulder Apron
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
75.78
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-
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Cement concrete grade M 10 in case of concrete block ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
39.47
-
-
Construction of toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5 Cement concrete grade M 10 in case of concrete block pitching
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
21.05
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-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
21.6
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-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
26.56
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-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
43.19
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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 Kadamtola to Dakhin Tengaguri Road
53.11
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-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
0.28
-
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Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
0.26
-
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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. 2/1 on Kadamtola to Dakhin Tengaguri Road
9234
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
9380.43
-
-
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. 2/1 on Kadamtola to Dakhin Tengaguri Road
1678.11
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-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
1295.55
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-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
259
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-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401.
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
239.56
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
By Mechanical Means
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
121.22
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Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.
By Mechanical Means
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
112.22
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-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
121.22
-
-
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 Kadamtola to Dakhin Tengaguri Road
112.22
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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
1616.25
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Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage.
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
1346.75
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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
3097.48
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Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309.
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
1283.89
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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
i) 600mm circular
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri 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) 600mm circular
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri 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
i) 600mm equilateral triangle
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri 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
ii) 800mm x 600mm rectangular
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri 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. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
2
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Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash
Barrier (Providing and erecting a "W" metal beam crash barrier
comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm
above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m below ground/road level, all steel parts and fitments to be galvanized by hot dip process, all fitting to conform to IS:1367 and IS:1364, metal beam rail to be fixedon the vertical post with a spacer of channel section 150mm x 75mm x 5mm, 330mm long complete as per clause 810.)
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
68
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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 Kadamtola to Dakhin Tengaguri Road
80
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
75
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Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
68.6
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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 apart and 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. 2/1 on Kadamtola to Dakhin Tengaguri Road
40
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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 apart and 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 Kadamtola to Dakhin Tengaguri Road
50
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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. 2/1 on Kadamtola to Dakhin Tengaguri Road
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.
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
6
-
-
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)*
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
12
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-
Air quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)*
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
12
-
-
Air quality monitoring at 3 locations for 2 seasons for1year.
(Operation Stage)
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
6
-
-
Air quality monitoring at 3 locations for 2 seasons for1year.
(Operation Stage)
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
6
-
-
Water quality monitoring at 3 locations for 2 seasons for 2consecutive years.
(Construction Stage)*
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
12
-
-
Water quality monitoring at 3 locations for 2 seasons for 2consecutive years.
(Construction Stage)*
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
12
-
-
Water quality monitoring at 3 locations for 2 seasons for1year.
(Operation Stage)
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
6
-
-
Water quality monitoring at 3 locations for 2 seasons for1year.
(Operation Stage)
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
6
-
-
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)*
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
12
-
-
Noise quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)*
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
12
-
-
Noise quality monitoring at 3 locations for 2 seasons for1year.
(Operation Stage)
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
6
-
-
Noise quality monitoring at 3 locations for 2 seasons for1year.
(Operation Stage)
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)*
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)*
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
6
-
-
Training Related to Capacity Building
i) Br. No. 1/1 on Kadamtola to Dakhin Tengaguri Road
2
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A Provisional sum (Fixed Amount) for the items of Tree cutting and afforestation of Rs. 1,69,059.00 (not to be changed by the Bidders in BOQ)
ii) Br. No. 2/1 on Kadamtola to Dakhin Tengaguri Road
1
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