Public Works Roads Department Tender
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Public Works Roads Department - PWRD Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date18 Jul 2024
Closing Date24 Jul 2024
Tender Amount₹ 7,81,84,000
Costs
EMD
₹ 15,64,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Karbi-anglong District I) Br On Parakhowapanjuri Road Via Haza Rongpi Gaon Ii) Br 3/6 On Duportimung Gaon To Dengaon Iii) Br On Howraghat To Pub Gojalipara
Description
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Contact
Tender Id
2024_PWRDW_38064_11Bid 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) i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
6.17
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
4.04
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) iii) Br. on Howraghat to Pub Gojalipara
28
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
4
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
4
-
-
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
iii) Br. on Howraghat to Pub Gojalipara
8
-
-
Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm)
i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
264
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
264
-
-
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)
iii) Br. on Howraghat to Pub Gojalipara
456
-
-
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 Dupor Timung gaon to Dengaon (Span 3 x 7.6)
1.19
-
-
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 iii) Br. on Howraghat to Pub Gojalipara
8.37
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
636.83
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
248.71
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m
iii) Br. on Howraghat to Pub Gojalipara
789.23
-
-
Levelling course for Pile cap
i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
11.2
-
-
Levelling course for Pile cap
ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
10.48
-
-
Levelling course for Pile cap
iii) Br. on Howraghat to Pub Gojalipara
25.02
-
-
Cement concrete for reinforced concrete in Pile cap & Tie Beams complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
134.4
-
-
Cement concrete for reinforced concrete in Pile cap & Tie Beams complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
128.64
-
-
Cement concrete for reinforced concrete in Pile cap & Tie Beams complete as per drawing and Technical Specification.RCC Grade M35 (Using Batching Plant, Transit Mixer and Concrete Pump) iii) Br. on Howraghat to Pub Gojalipara
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 Foundation as per drawings and technical specifications Clauses 1000 and 1202
i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
50.4
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Foundation as per drawings and technical specifications Clauses 1000 and 1202
ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
48.61
-
-
Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in Foundation as per drawings and technical specifications Clauses 1000 and 1202
iii) Br. on Howraghat to Pub Gojalipara
91.94
-
-
Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, abutment shaft, pier, pier cap,& abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
iii) Br. on Howraghat to Pub Gojalipara
134.19
-
-
Plain/Reinforced cement concrete,(U return wall) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M25 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump
iii) Br. on Howraghat to Pub Gojalipara
136.16
-
-
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 iii) Br. on Howraghat to Pub Gojalipara
6.29
-
-
Plain/Reinforced cement concrete,(Box culvert including walls, haunches, Corbel, Riding Return wall) 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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
76.87
-
-
Plain/Reinforced cement concrete,(Box culvert including walls, haunches, Corbel, Riding Return wall) 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. 3/6 on Dupor Timung gaon to Dengaon
14.33
-
-
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 & 1202 i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
10.14
-
-
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 & 1202 ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
4.75
-
-
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 & 1202 iii) Br. on Howraghat to Pub Gojalipara
43.91
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
46
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
6.99
-
-
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. iii) Br. on Howraghat to Pub Gojalipara
123.03
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
78.59
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
18
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
12.23
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material iii) Br. on Howraghat to Pub Gojalipara
460.24
-
-
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) Dupor Timung gaon to Dengaon (Span 3 x 7.6)
9
-
-
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) iii) Br. on Howraghat to Pub Gojalipara
202
-
-
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.
iii) Br. on Howraghat to Pub Gojalipara
1800
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
8
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
8
-
-
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.
iii) Br. on Howraghat to Pub Gojalipara
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
8
-
-
Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
8
-
-
Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department iii) Br. on Howraghat to Pub Gojalipara
6
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
98.69
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
87.21
-
-
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 iii) Br. on Howraghat to Pub Gojalipara
228.41
-
-
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
iii) Br. on Howraghat to Pub Gojalipara
158.05
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
7.88
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
7.88
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification iii) Br. on Howraghat to Pub Gojalipara
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) i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
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. 3/6 on Dupor Timung gaon to Dengaon
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) iii) Br. on Howraghat to Pub Gojalipara
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
68.9
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
53.57
-
-
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. iii) Br. on Howraghat to Pub Gojalipara
166.17
-
-
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
iii) Br. on Howraghat to Pub Gojalipara
10.96
-
-
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 i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
21.41
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
16.05
-
-
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 iii) Br. on Howraghat to Pub Gojalipara
35.36
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
18.43
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
16.74
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications iii) Br. on Howraghat to Pub Gojalipara
43.85
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
482.25
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
355.29
-
-
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 iii) Br. on Howraghat to Pub Gojalipara
5967.1
-
-
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).
iii) Br. on Howraghat to Pub Gojalipara
25.5
-
-
Providing and fixing drainage spouts as per MORT & H specifications. i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
10
-
-
Providing and fixing drainage spouts as per MORT & H specifications. ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
9
-
-
Providing and fixing drainage spouts as per MORT & H specifications. iii) Br. on Howraghat to Pub Gojalipara
28
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
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. 3/6 on Dupor Timung gaon to Dengaon
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 iii) Br. on Howraghat to Pub Gojalipara
1
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
24.51
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
6.54
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302 iii) Br. on Howraghat to Pub Gojalipara
128.67
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
49.03
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
13.07
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 iii) Br. on Howraghat to Pub Gojalipara
257.34
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
38.25
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
28.43
-
-
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 iii) Br. on Howraghat to Pub Gojalipara
88.35
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
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. 3/6 on Dupor Timung gaon to Dengaon
0.1
-
-
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. iii) Br. on Howraghat to Pub Gojalipara
0.23
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
10802.92
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
53.9
-
-
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 iii) Br. on Howraghat to Pub Gojalipara
10124
-
-
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 Dupor Timung gaon to Dengaon (Span 3 x 7.6)
172.4
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
727.44
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
445.56
-
-
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. iii) Br. on Howraghat to Pub Gojalipara
1145.78
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
152.2
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
108.46
-
-
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. iii) Br. on Howraghat to Pub Gojalipara
216.47
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
71.78
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
51.53
-
-
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
iii) Br. on Howraghat to Pub Gojalipara
101.53
-
-
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 i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
71.78
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
51.53
-
-
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 iii) Br. on Howraghat to Pub Gojalipara
101.53
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
957
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
687
-
-
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. iii) Br. on Howraghat to Pub Gojalipara
1204.25
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
506.38
-
-
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. 3/6 on Dupor Timung gaon to Dengaon
232.71
-
-
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. iii) Br. on Howraghat to Pub Gojalipara
2007.41
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
i) 600mm equilateral triangle i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
i) 600mm equilateral triangle ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
i) 600mm equilateral triangle iii) Br. on Howraghat to Pub Gojalipara
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
iii) 800mm x 600mm rectangular i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
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
iii) 800mm x 600mm rectangular ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
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
iii) 800mm x 600mm rectangular iii) Br. on Howraghat to Pub Gojalipara
4
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
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. 3/6 on Dupor Timung gaon to Dengaon
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.) iii) Br. on Howraghat to Pub Gojalipara
80
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
39.84
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
25.44
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface iii) Br. on Howraghat to Pub Gojalipara
61
-
-
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. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
6
-
-
Tree Plantation
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
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. iii) Br. on Howraghat to Pub Gojalipara
6
-
-
Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
12
-
-
Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
12
-
-
Air quality monitoring at 3 locations for 2seasons for 2 consecutive years. (Construction Stage) iii) Br. on Howraghat to Pub Gojalipara
12
-
-
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage)
i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
6
-
-
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
6
-
-
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) iii) Br. on Howraghat to Pub Gojalipara
6
-
-
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
12
-
-
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
12
-
-
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. on Howraghat to Pub Gojalipara
12
-
-
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
6
-
-
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
6
-
-
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) iii) Br. on Howraghat to Pub Gojalipara
6
-
-
Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
12
-
-
Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
12
-
-
Noise quality monitoring at 3Locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. on Howraghat to Pub Gojalipara
12
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
6
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
6
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) iii) Br. on Howraghat to Pub Gojalipara
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. on Howraghat to Pub Gojalipara
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) iii) Br. on Howraghat to Pub Gojalipara
6
-
-
Cost of Training related to Capacity Building i) Br. No. 1/4 on Parakhowa Panjuri road via Haza Rongpi Gaon
2
-
-
Cost of Training related to Capacity Building
ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
2
-
-
Cost of Training related to Capacity Building iii) Br. on Howraghat to Pub Gojalipara
2
-
-
A Provisional sum (fixed amount) for items of utility shifting & Tree Felling & Plantation of Rs. 5,62,695.00 (not to be changed by the Bidder in BOQ)
ii) Br. No. 3/6 on Dupor Timung gaon to Dengaon
1
-
-
A Provisional sum (fixed amount) for items of Tree Felling & Plantation of Rs. 2,26,285.00 (not to be changed by the Bidder in BOQ)
iii) Br. on Howraghat to Pub Gojalipara
1
-
-
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