Public Works Roads Department Tender
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Costs
EMD
₹ 7,87,000Document Cost
₹ 5,000Tender Fee
Refer Documents
Summary
Construction Of Bridges In Jorhat District I. Br. No. 3/1 Milgaon To Sahabari Ii. Br. 4/1 Konwargaon To Gabharu
Description
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Contact
Tender Id
2024_PWRDW_37231_25Bid Award Id
ViewTender No
RFB No CEEAPARRBP01Tenders2024/21Tender Authority
Public Works Roads Department ViewPurchaser Address
-
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Documents
BOQ Items
Excavation for Structures, 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, I. Ordinary Soil, B Mechanical Means with dewatering i) Depth upto 3 m
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
95.44
-
-
Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile diameter = 1200 mm
i) Br. No. 3/1 on Milgaon to Sahabari
240
-
-
Bored cast-in-situ M 35 grade RCC pile excluding reinforcement complete as per drawing and Technical Specifications and removal of excavated earth with all lead and lift up to 1000 m. Pile diameter = 1000 mm
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
216
-
-
Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 160 t
i) Br. No. 3/1 on Milgaon to Sahabari
240
-
-
Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. a) Initial load test (Safe load = 160 t
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
240
-
-
Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of 2x160x1.50 2Nos. test for piles upto 50 Nos.
i) Br. No. 3/1 on Milgaon to Sahabari
400
-
-
Pile load test on single vertical pile in accordance with I.S. 2911 (Part IV)as per technical specifications. b) Routine Load Test of 2x160x1.50 2Nos. test for piles upto 50 Nos.
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
400
-
-
Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works.
i) Br. No. 3/1 on Milgaon to Sahabari
6
-
-
Pile integrity test of piles by using pile driving analyser or equivalent as approved by the E-IN-C and detail specification . Test to be carried out by an approved reputed agency including all incidental works.
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
6
-
-
Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer
i) Br. No. 3/1 on Milgaon to Sahabari
155.14
-
-
Cement concrete for reinforcement concrete in pile cap complete as per drawing and technical specifications. D. RCC grade M - 35 i) Using concrete mixer
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
109.01
-
-
Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. i) Br. No. 3/1 on Milgaon to Sahabari
8.62
-
-
Levelling course for Pile cap Providing and lying of PCC M - 15 levelling course 100 mm thick below the pile cap. as per drawing and technical specifications. ii) Br. No. 4/1 on Konwar Gaon to Gabharu
7.79
-
-
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
i) Br. No. 3/1 on Milgaon to Sahabari
42.77
-
-
Reinforcement in Foundation: Supplying, fitting and placing TMT IS:1786 Fe500 D bar reinforcement in foundation complete as per drawing and technical specifications (A) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
34.43
-
-
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer
i) Br. No. 3/1 on Milgaon to Sahabari
71.32
-
-
Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork (N) Without plasticiser (H) RCC Grade M35 (a) Height upto 5 M using plasticiser, using concrete mixer
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
59.3
-
-
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
i) Br. No. 3/1 on Milgaon to Sahabari
10.83
-
-
Supplying, fitting and placing TMT IS:1786 (Fe 500) bar reinforcement in sub-structure complete as per drawing and technical specifications (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
7.66
-
-
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 specification.
i) Br. No. 3/1 on Milgaon to Sahabari
30
-
-
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 specification.
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
30
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material
i) Br. No. 3/1 on Milgaon to Sahabari
78.04
-
-
Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification (A) Granular Material
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
47.06
-
-
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. 3/1 on Milgaon to Sahabari
44.6
-
-
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. 4/1 on Konwar Gaon to Gabharu
26.89
-
-
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, complete as per drawing and approved technical specification.
i) Br. No. 3/1 on Milgaon to Sahabari
1050
-
-
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, complete as per drawing and approved technical specification.
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
1110
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without Plasticiser
D. RCC/ PSC grade M - 35 Case I : Using concrete mixer, For T beam and slab, 1) Height up to 5.0 m
i) Br. No. 3/1 on Milgaon to Sahabari
129.74
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without Plasticiser
D. RCC/ PSC grade M - 35 Case I : Using concrete mixer, For T beam and slab, 1) Height up to 5.0 m
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
94.29
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without Plasticiser
E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m
i) Br. No. 3/1 on Milgaon to Sahabari
14.09
-
-
Furnishing and placing reinforcement / prestressed cement concrete in super structure as per drawing and technical specifications. (N) Without Plasticiser
E. RCC Grade M-40, For T beam and slab 1) Height up to 5.0 m
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
11.48
-
-
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
i) Br. No. 3/1 on Milgaon to Sahabari
26.55
-
-
Reinforcement in Super Structure: Supplying, fitting and placing TMT conforming to IS:1786 Fe 500 D reinforcement in super-structure including splicing complete as per drawing and technical specifications a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
21.96
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
i) Br. No. 3/1 on Milgaon to Sahabari
19.1
-
-
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
16.29
-
-
Drainage Spouts complete as per drawing and Technical specification
i) Br. No. 3/1 on Milgaon to Sahabari
10
-
-
Drainage Spouts complete as per drawing and Technical specification
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
8
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
i) Br. No. 3/1 on Milgaon to Sahabari
8.05
-
-
PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
8.05
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
i) Br. No. 3/1 on Milgaon to Sahabari
15.65
-
-
Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification
a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
15.65
-
-
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing.
i) Br. No. 3/1 on Milgaon to Sahabari
16.9
-
-
Providing Strip Seal Expansion Joint to cater movement of +70mm as per drawing.
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
16.9
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
i) Br. No. 3/1 on Milgaon to Sahabari
64.76
-
-
Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
63.07
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder
i) Br. No. 3/1 on Milgaon to Sahabari
194.28
-
-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (i) Stone/Boulder
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
189.21
-
-
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. 3/1 on Milgaon to Sahabari
196.69
-
-
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. 4/1 on Konwar Gaon to Gabharu
243.25
-
-
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material .
i) Br. No. 3/1 on Milgaon to Sahabari
85.25
-
-
Earthwork in excavation for foundation of structures as per drawings and technical specifications , including setting out, construction of shoring and bracing, including dewatering and using machinery, removal of stumps and other deleterious matter, dressing of sides and bottom and back filling with approved material .
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
68.67
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser (A) PCC Grade M15
i) Br. No. 3/1 on Milgaon to Sahabari
7.99
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser (A) PCC Grade M15
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
6.44
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser (G) RCC Grade M30
(i) Using Concrete Mixer
i) Br. No. 3/1 on Milgaon to Sahabari
21.9
-
-
Plain/Reinforced cement concrete, in open foundation complete as per drawing and technical specification including steel shuttering formwork. I. Without plasticiser (G) RCC Grade M30
(i) Using Concrete Mixer
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
15.12
-
-
Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
i) Br. No. 3/1 on Milgaon to Sahabari
1.67
-
-
Supplying, fitting and placing uncoated TMT Bar reinforcement in foundation complete as per drawing and Technical Specifications. (a) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
0.86
-
-
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer
i) Br. No. 3/1 on Milgaon to Sahabari
26.65
-
-
Plain/ Reinforced Cement Concrete in substructure complete as per Drawing and Technical Specifications. H) a) RCC Grade M 35 I) Height up to 5.0 m Case-I : Using Concrete Mixer
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
15.96
-
-
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) i) Br. No. 3/1 on Milgaon to Sahabari
3.9
-
-
Supplying, fitting and placing TMT bars reinforcement in substructure complete as per drawing and Technical Specifications b) (i) TMT-IS 1786 ( Fe-500 D) Primary Producer (TATA/ SAIL/ Esser Steel/ Jindal panther steel/ Shyam steel or equivalent) ii) Br. No. 4/1 on Konwar Gaon to Gabharu
1.58
-
-
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 specification.
i) Br. No. 3/1 on Milgaon to Sahabari
92
-
-
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 specification.
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
36
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600
mm with smaller size towards the soil and bigger size towards 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. 3/1 on Milgaon to Sahabari
10.41
-
-
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements to a thickness of not less than 600
mm with smaller size towards the soil and bigger size towards 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. 4/1 on Konwar Gaon to Gabharu
12.39
-
-
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 to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land i) Br. No. 3/1 on Milgaon to Sahabari
5490.34
-
-
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (a) from private land ii) Br. No. 4/1 on Konwar Gaon to Gabharu
1938.37
-
-
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. (a) from private land i) Br. No. 3/1 on Milgaon to Sahabari
1833.48
-
-
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. (a) from private land ii) Br. No. 4/1 on Konwar Gaon to Gabharu
876.23
-
-
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.A)By Mix in Place Method (ii) for grading- II Material
i) Br. No. 3/1 on Milgaon to Sahabari
268.09
-
-
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.A)By Mix in Place Method (ii) for grading- II Material
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
166.82
-
-
WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means
i) Br. No. 3/1 on Milgaon to Sahabari
125.16
-
-
WBM Grading 2 (A) Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.(b) Manual means
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
78.59
-
-
WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification. ( By Manual Means )
i) Br. No. 3/1 on Milgaon to Sahabari
125.16
-
-
WBM Grading 3, Using stone screening Type-B 11.2 mm for Gr.III (III) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. (b) By Manual Means
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
78.59
-
-
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) Including Edge block/ Edge restraints
i) Br. No. 3/1 on Milgaon to Sahabari
1670.85
-
-
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) Including Edge block/ Edge restraints
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
1053.83
-
-
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. 3/1 on Milgaon to Sahabari
2683.28
-
-
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. 4/1 on Konwar Gaon to Gabharu
2683.28
-
-
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. 3/1 on Milgaon to Sahabari
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. 4/1 on Konwar Gaon to Gabharu
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) 800mm x 600mm rectangular
i) Br. No. 3/1 on Milgaon to Sahabari
8
-
-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (ii) 800mm x 600mm rectangular
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
8
-
-
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) 600mm circular
i) Br. No. 3/1 on Milgaon to Sahabari
4
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Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801. (iii) 600mm circular
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
4
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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 150mmX75mmX5mm, 330mm long complete as per clause 810.) ii) Br. No. 4/1 on Konwar Gaon to Gabharu
100
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department
i) Br. No. 3/1 on Milgaon to Sahabari
10
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Construction of cold weather Bamboo bridge overall width of 3.70m and clear road way 3m with jungle wood post 20cm to 25cm dia 5nos. In each rows and rows being 2.1m. apart except for the navigable span which should be 3m. Post to be driven at least 180cm. or more below ground level including providing 20cm to 25cm center to center and placed over 20 cm dia, jungle wood dham, 15cm dia. jungle wood bracing collar fixed by bolts and nuts, straps etc. mature bholuka Bamboo cross groth all closely packed and tied 75cm wide track way made from 38mm thick 1st class local plank fixed on 75mmx100mm first class local wood battens 120cm apart and 3 lines of jati bamboo horizantal railing fixed in bholuka bamboo post placed at 210cm apart and white washed including all necessary nuts and bolts, coir ropes, struts, nails etc. complete with a layer of brushwood to exposed portion out-side trackway with earth topping complete as per direction of the department
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
10
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Planting of Trees and their Maintenance for one 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 one year.side trackway with earth topping complete as per direction of the department
i) Br. No. 3/1 on Milgaon to Sahabari
6
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Planting of Trees and their Maintenance for one 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 one year.side trackway with earth topping complete as per direction of the department
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
6
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Air Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage)
i) Br. No. 3/1 on Milgaon to Sahabari
12
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Air Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
12
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Air Quality monitoring at 3 locations for 2 seasons for 1 year . (Operation stage)
i) Br. No. 3/1 on Milgaon to Sahabari
6
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Air Quality monitoring at 3 locations for 2 seasons for 1 year . (Operation stage)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
6
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Water Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage)
i) Br. No. 3/1 on Milgaon to Sahabari
12
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Water Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
12
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Water Quality monitoring at 3 locations for 2 seasons for 1 year . (Operation stage)
i) Br. No. 3/1 on Milgaon to Sahabari
6
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Water Quality monitoring at 3 locations for 2 seasons for 1 year . (Operation stage)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
6
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Noise Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage)
i) Br. No. 3/1 on Milgaon to Sahabari
12
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Noise Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
12
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Noise Quality monitoring at 3 locations for 2 seasons for 1 year . (Operation stage)
i) Br. No. 3/1 on Milgaon to Sahabari
6
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Noise Quality monitoring at 3 locations for 2 seasons for 1 year . (Operation stage)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
6
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Soil Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage)
i) Br. No. 3/1 on Milgaon to Sahabari
12
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Soil Quality monitoring at 3 locations for 2 seasons for 2 consecutive years. (Construction stage)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
12
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Soil Quality monitoring at 3 locations for 2 seasons for 1 year . (Operation stage)
i) Br. No. 3/1 on Milgaon to Sahabari
6
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Soil Quality monitoring at 3 locations for 2 seasons for 1 year . (Operation stage)
ii) Br. No. 4/1 on Konwar Gaon to Gabharu
6
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