Public Works Roads Department Tender
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Costs
EMD
₹ 24,59,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridge In Karimganj District I) Br. No. 2/1 On Pecharghat Pmgsy Road To Achairghat Ii) Br. On Kabaribond Pmgsy Road To Nuwadhor Iii) Br. On Uttar Gopalpur Road
Description
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Contact
Tender Id
2024_PWRDW_37426_5Tender No
CE/EAP/ARRBP/01/Tenders2024/28Tender 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).
a). Initial and Routine load test ii) Br. on Kabaribond PMGSY road to Nuwadhor
945.42
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
a). Initial and Routine load test iii) Br. on Uttar Gopalpur Road
968
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
13
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) ii) Br. on Kabaribond PMGSY road to Nuwadhor
20.92
-
-
Pile load test on single vertical pile in accordance with
IS:2911(Part-IV).
B. (Lateral load test) iii) Br. on Uttar Gopalpur Road
11.97
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
4
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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. on Kabaribond PMGSY road to Nuwadhor
12
-
-
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 Uttar Gopalpur Road
3
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
192
-
-
Bored cast-in-situ M35 grade R.C.C. Pile excluding reinforcement complete as per drawing and technical specifications and removal of excavated earth with all lifts and lead upto 1000 m. (Pile diameter-1200mm) ii) Br. on Kabaribond PMGSY road to Nuwadhor
810
-
-
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-1000mm) iii) Br. on Uttar Gopalpur Road
135
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
3.61
-
-
Providing placing and driving in position for RCC piles 6mm permanent M.S Liner upto required depth including fabricating and setting out as per detailed drawing ii) Br. on Kabaribond PMGSY road to Nuwadhor
3.26
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
333.8
-
-
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. (B) Mechanical Means
(II) With dewatering
(i) Depth upto 3 m ii) Br. on Kabaribond PMGSY road to Nuwadhor
1022.49
-
-
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 Uttar Gopalpur Road
439.76
-
-
Levelling course for Pile cap i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
9.43
-
-
Levelling course for Pile cap ii) Br. on Kabaribond PMGSY road to Nuwadhor
23.76
-
-
Levelling course for Pile cap iii) Br. on Uttar Gopalpur Road
8.45
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
159.73
-
-
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. on Kabaribond PMGSY road to Nuwadhor
544.97
-
-
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) iii) Br. on Uttar Gopalpur Road
94.11
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
29.96
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. A.Well curb, RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
37.37
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. B.Well steining , RCC M35 Grade Case II With Batching Plant, Transit Mixer and Concrete Pump cum i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
567.72
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. C.Bottom Plug, PCC Grade M25 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
118.57
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. E. Top Plug , PCC Grade M25 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
6.45
-
-
Plain/Reinforced cement concrete, in well foundation complete as per drawing and technical specification including steel shuttering
formwork. F. Well Cap RCC Grade M35 Case II Using Batching Plant, Transit Mixer and Crane/concrete pump cum
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
84.82
-
-
Supplying, cutting, bending and fixing in position high yield strength deformed bars.Fe 500D
HYSD in Well curb,Well Steining ,Well cap Pile & Pile caps
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
62.59
-
-
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. on Kabaribond PMGSY road to Nuwadhor
195.76
-
-
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 iii) Br. on Uttar Gopalpur Road
26.21
-
-
Sinking of well for pier/abutment through any type of soil and sand.
For depth up to 10 M
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
20
-
-
Sinking of well for pier/abutment through any type of soil and sand.
For depth up to 10 M to 25 M
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
18.5
-
-
Providing and laying cutting edge of mild steel weighing 40 kg per metre for well foundation complete as per drawing and technical specification
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat.
4.09
-
-
Providing and filling sand in between the top and bottom plugs with good sand in layers inclding compacting as directed.
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
268.29
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
152.21
-
-
Plain/Reinforced cement concrete,(Return wall/Retaining Wall Foundation & Stem, Abutment shafts & Pier, Piercap and Abutment cap) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser H. RCC Grade M35 b. Height 5m to 10m
Case II. Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. on Kabaribond PMGSY road to Nuwadhor
159.72
-
-
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 iii) Br. on Uttar Gopalpur Road
100.41
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
10.99
-
-
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. on Kabaribond PMGSY road to Nuwadhor
8.83
-
-
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 i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
26.22
-
-
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. on Kabaribond PMGSY road to Nuwadhor
34.45
-
-
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 Uttar Gopalpur Road
17.98
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
36.62
-
-
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 Uttar Gopalpur Road
62.54
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
255.62
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material ii) Br. on Kabaribond PMGSY road to Nuwadhor
718.13
-
-
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 Granular material iii) Br. on Uttar Gopalpur Road
430.35
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
16
-
-
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 Uttar Gopalpur Road
63
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
2340
-
-
Supplying, fitting and fixing in position true to line and level POT-PTFE bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainlesssteel matting surfaces, complete assembly to be of cast steel/fabricated structural steel, meatal and elastomer elements to be as per IRC:83 part-I &II respectively and parts conforming to BS:5400, section 9.1 & 9.2 and clause 2006 of
MORTH&S Specification complete as per drawing and approved technical specification. ii) Br. on Kabaribond PMGSY road to Nuwadhor
2700
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
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. on Kabaribond PMGSY road to Nuwadhor
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 Uttar Gopalpur Road
6
-
-
Ultrasonic pulse velocity test Non-Destructive tecting with ultrasonic pulse velocity meter with data storage facility for detection of cracks voids and other imperfections in reinforced concrete structure and furnishing the finding thereof in proper comprehnsible format complete as directed by the department i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
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. on Kabaribond PMGSY road to Nuwadhor
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 Uttar Gopalpur Road
6
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticise E. 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. 2/1 on Pecharghat PMGSY road to Achairghat
262.69
-
-
Plain/Reinforced cement concrete, (PSC I Girder) in complete as per drawing and technical specification and steel shuttering formwork Without plasticiser D. PSC Grade M40 Case II Using Batching Plant, Transit Mixer and Concrete Pump
II. For T-beam & slab
b Height 5m to 10m ii) Br. on Kabaribond PMGSY road to Nuwadhor
342.62
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
206.46
-
-
Furnishing and Placing Reinforced/Prestressed cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork.Without Plasticiser M35 Deck Slab & M35 RCC Crosss Girder Height 5m to 10m
Case II Using Batching Plant, Transit Mixer and Concrete Pump ii) Br. on Kabaribond PMGSY road to Nuwadhor
237.07
-
-
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 Uttar Gopalpur Road
70.13
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
7.98
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification ii) Br. on Kabaribond PMGSY road to Nuwadhor
7.88
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification iii) Br. on Uttar Gopalpur 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) i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
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. on Kabaribond PMGSY road to Nuwadhor
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 Uttar Gopalpur 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. i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
199.89
-
-
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bar 25mm dia, 450mm long at expansion joints filled with pre moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclouser to MOST circular No. RW/NH - 33022/1/94-DO III dated June 1994 as per dimension in the approved drawing and at locations directed by the engineer, all as specified. ii) Br. on Kabaribond PMGSY road to Nuwadhor
229.86
-
-
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 Uttar Gopalpur Road
49.52
-
-
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
20.98
-
-
High tensile steel wires/strands including all accessories for stressing, stressing operations and grouting complete as per drawing and Technical Specifications
ii) Br. on Kabaribond PMGSY road to Nuwadhor
16.44
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
62.76
-
-
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. on Kabaribond PMGSY road to Nuwadhor
53.03
-
-
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 Uttar Gopalpur Road
6.36
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
55.05
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications ii) Br. on Kabaribond PMGSY road to Nuwadhor
63.54
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications iii) Br. on Uttar Gopalpur Road
13.2
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
5045.62
-
-
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. ) For Plain surface ii) Br. on Kabaribond PMGSY road to Nuwadhor
5677.36
-
-
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 Uttar Gopalpur Road
379.27
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
34
-
-
Strip Seal Expansion Joint : (Providing and laying of a strip seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instruction for installation). ii) Br. on Kabaribond PMGSY road to Nuwadhor
34
-
-
Providing and fixing drainage spouts as per MORT & H specifications. i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
36
-
-
Providing and fixing drainage spouts as per MORT & H specifications. ii) Br. on Kabaribond PMGSY road to Nuwadhor
42
-
-
Providing and fixing drainage spouts as per MORT & H specifications. iii) Br. on Uttar Gopalpur Road
8
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
1
-
-
Span Load Test
Load testing of one or more spans of bridge as selected by the engineer as per approved load test procedure following relevant IS/IRC/Railway codes with contractor's labour, deflection measuring instruments, loading materials, recording and analyzing the load testing results including all leads and lifts etc. complete as required. The rates are all inclusive and will be paid after load test is finished and girder is cleared of the kentledges/loading materials etc. The load shall be 1.25 times the stipulated design load based on Design load & not span (Extra for every increase of 100.00mt or part there for in the span load capacity upto 800.00 mt ii) Br. on Kabaribond PMGSY road to Nuwadhor
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 iii) Br. on Uttar Gopalpur Road
1
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-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
150 mm Filter Media
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
59.32
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
150 mm Filter Media
ii) Br. on Kabaribond PMGSY road to Nuwadhor
213.04
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
150 mm Filter Media iii) Br. on Uttar Gopalpur Road
29.89
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
300 mm Filter Media
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
118.63
-
-
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. on Kabaribond PMGSY road to Nuwadhor
426.08
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302
300 mm Filter Media iii) Br. on Uttar Gopalpur Road
59.78
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
153.86
-
-
Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301
ii) Br. on Kabaribond PMGSY road to Nuwadhor
260.35
-
-
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 Uttar Gopalpur Road
40.91
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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. 2/1 on Pecharghat PMGSY road to Achairghat
0.2
-
-
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. ii) Br. on Kabaribond PMGSY road to Nuwadhor
0.27
-
-
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 Uttar Gopalpur Road
0.08
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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. 2/1 on Pecharghat PMGSY road to Achairghat
4887.47
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 ii) Br. on Kabaribond PMGSY road to Nuwadhor
11447.71
-
-
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 Uttar Gopalpur Road
1755.2
-
-
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
1890.95
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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. 2/1 on Pecharghat PMGSY road to Achairghat
1005.36
-
-
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. ii) Br. on Kabaribond PMGSY road to Nuwadhor
1342.84
-
-
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 Uttar Gopalpur Road
370.87
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
195.21
-
-
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. ii) Br. on Kabaribond PMGSY road to Nuwadhor
246.85
-
-
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 Uttar Gopalpur Road
98.01
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
91.69
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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. on Kabaribond PMGSY road to Nuwadhor
115.59
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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 iii) Br. on Uttar Gopalpur Road
46.69
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
91.69
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
By Mechanical Means ii) Br. on Kabaribond PMGSY road to Nuwadhor
115.59
-
-
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 Uttar Gopalpur Road
46.69
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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. 2/1 on Pecharghat PMGSY road to Achairghat
703
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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. on Kabaribond PMGSY road to Nuwadhor
1391.75
-
-
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 Uttar Gopalpur Road
622.5
-
-
Furnishing and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or asdirected by the Engineer including preparation of ground, fetching of sods and watering as per Technical Specification Clause 309. i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
2237.05
-
-
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. on Kabaribond PMGSY road to Nuwadhor
2155.2
-
-
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. iii) Br. on Uttar Gopalpur Road
513.66
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
ii) 600mm equilateral triangle i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
4
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
ii) 600mm equilateral triangle ii) Br. on Kabaribond PMGSY road to Nuwadhor
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 iii) Br. on Uttar Gopalpur Road
2
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by
means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
iv) 800mm x 600mm rectangular i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
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
iv) 800mm x 600mm rectangular ii) Br. on Kabaribond PMGSY road to Nuwadhor
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
iv) 800mm x 600mm rectangular iii) Br. on Uttar Gopalpur Road
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. 2/1 on Pecharghat PMGSY road to Achairghat
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. on Kabaribond PMGSY road to Nuwadhor
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 Uttar Gopalpur Road
80
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
54
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface ii) Br. on Kabaribond PMGSY road to Nuwadhor
71
-
-
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface iii) Br. on Uttar Gopalpur Road
21.5
-
-
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. 2/1 on Pecharghat PMGSY road to Achairghat
6
-
-
Tree Plantation
Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year. ii) Br. on Kabaribond PMGSY road to Nuwadhor
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 Uttar Gopalpur Road
6
-
-
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) iii) Br. on Uttar Gopalpur Road
16.45
-
-
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. iii) Br. on Uttar Gopalpur Road
26.45
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 iii) Br. on Uttar Gopalpur Road
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. iii) Br. on Uttar Gopalpur Road
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. iii) Br. on Uttar Gopalpur Road
53
-
-
Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
12
-
-
Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage)
ii) Br. on Kabaribond PMGSY road to Nuwadhor
12
-
-
Air quality monitoring At 3 locations for 2seasons for 2 consecutive years. (Construction Stage) iii) Br. on Uttar Gopalpur Road
12
-
-
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage)
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
6
-
-
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage)
ii) Br. on Kabaribond PMGSY road to Nuwadhor
6
-
-
Air quality monitoring at 3 locations for 2 seasons for 1year. (Operation Stage) iii) Br. on Uttar Gopalpur Road
6
-
-
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
12
-
-
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage)
ii) Br. on Kabaribond PMGSY road to Nuwadhor
12
-
-
Water quality monitoring at 3 locations for 2 seasons for 2 consecutive years.
(Construction Stage) iii) Br. on Uttar Gopalpur Road
12
-
-
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
6
-
-
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. on Kabaribond PMGSY road to Nuwadhor
6
-
-
Water quality monitoring at 3l locations for 2 seasons for 1 year. (Operation Stage) iii) Br. on Uttar Gopalpur Road
6
-
-
Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
12
-
-
Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. on Kabaribond PMGSY road to Nuwadhor
12
-
-
Noise quality monitoring at 3 Locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. on Uttar Gopalpur Road
12
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
6
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage)
ii) Br. on Kabaribond PMGSY road to Nuwadhor
6
-
-
Noise quality monitoring at 3 locations for 2 seasons for 1 year. (Operation Stage) iii) Br. on Uttar Gopalpur Road
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage)
ii) Br. on Kabaribond PMGSY road to Nuwadhor
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction Stage) iii) Br. on Uttar Gopalpur Road
12
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage)
ii) Br. on Kabaribond PMGSY road to Nuwadhor
6
-
-
Soil quality monitoring at 3 locations for 2 seasons for 1 year.(Operation Stage) iii) Br. on Uttar Gopalpur Road
6
-
-
Training related to Capacity Building
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
2
-
-
Training related to Capacity Building
ii) Br. on Kabaribond PMGSY road to Nuwadhor
2
-
-
Training related to Capacity Building iii) Br. on Uttar Gopalpur Road
2
-
-
A Provisional sum (Fixed Amount) for the items of Utility Shifting & Operational Health and Safety of Rs. 1,80,719.00 (not to be changed by the Bidders in BOQ)
i) Br. No. 2/1 on Pecharghat PMGSY road to Achairghat
1
-
-
A Provisional sum (Fixed Amount) for the items of Tree Cutting of Rs. 1,49,419.00 (not to be changed by the Bidders in BOQ)
ii) Br. on Kabaribond PMGSY road to Nuwadhor
1
-
-
A Provisional sum (Fixed Amount) for the items of Utility Shifting, Tree Cutting & Operational Health and Safety of Rs. 2,69,720.00 (not to be changed by the Bidders in BOQ)
iii) Br. on Uttar Gopalpur Road
1
-
-
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