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2024_PWD_688921_1Bid Award Id
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KSTP/KfW/RKI PKG-III/WORK/9 (Balance works)Tender Authority
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-Website
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KSTP/KfW/RKI PKG-III/WORK/5
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Documents
BOQ Items
2.4.2.A Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means
1813.4
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-
2.4.3.D- Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Brick / Tile work - Dry brick pitching or brick soling
29
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-
2.4.3.B- Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres <br> Dismantling Brick / Tile work - In cement mortar
52
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2.5.2.A-Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately<br> Bituminous course - By Mechanical Means
12684.53
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-
OD92902/2024-2025- Dismantling of flexible pavements / Non bituminous base/sub-base courses and disposal of dismantled materials with all lead and lift, stacking serviceable and unserviceable materials separately Bituminous course - By Mechanical Means as per MoRTH Specifications Clause 202
Granular courses
7556.96
-
-
2.1.3 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit. <br> Girth from 900 mm to 1800 mm
53
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-
2.1.4 Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 metres and earth filling in the depression/pit <br>Girth above 1800 mm
28
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-
Bill No.2 - Earth Work
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3.6 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 within all lifts and lead upto 1000m
12786.27
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-
3.16 - Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.
8165.75
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-
3.18 -Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
42002.72
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-
3.19.1-Loosening of the ground upto a level of 500 mm below the sub-grade level, watered,graded and compacted in layers to meet requirement of table 300-2 for Compacting original ground supporting sub-grade construction.
10739.85
-
-
4.14-Construction of median and Island above road level with approved material brought from borrow pits, spread, sloped and compacted as per clause 408
1085.91
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-
Bill No.3 - Granular Sub-Base and Base Courses
-
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4.1.B.1-Construction of granular sub-base by providing graded material, spreading in uniform layers with a motor grader on a prepared surface, mixing by mix in-place method with rotavator at OMC, and compacting with a vibratory roller to achieve the desired density, complete as per clause 401. Grading-V - For sub-base cum drainage layer - Mix in Place Method
49593.64
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-
4.12-Providing, laying, spreading and compacting graded stone aggregate to Wet Mix Macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
26020.39
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-
BillNo.4 - Bituminous / PQC Courses
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5.1.a-Providing and applying primer coat with bitumen emulsion ( SS) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 - 1.0 kg/sqm using mechanical means
169343.5
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-
5.2.a-Providing and applying tack coat with bitumen emulsion( RS) using emulsion pressure distributor at the rate of 0.20 - 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom.
362515.07
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-
OD 89599/2024-25-Providing and laying dense bituminous macadam with 80-100 TPH HMP
producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder (VG 40) @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH Specification Clause No. 505 complete in all respects. Grading - I (37.5 mm Nominal Size) Note : The Binder content specified shall be minimum 4.0 % but will conform to requirement as per JMF. No additional cost shall be paid to the actual Binder Content as required in JMF.&
24556.05
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OD100466/2024-2025-Providing and laying Bituminous Concrete Grade II with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with Bituminous Binder minimum 5.4 % VG-40 grade, of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects..Note The Binder content specified shall be minimum 5.4% but will conform to requirement as per JMF. No additional cost shall be paid to the actual Binder Content as required in JMF
15493.12
-
-
6.1-Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction,concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
2368.5
-
-
6.2-Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant,debonding strip, dowel bar, tie rod, admixtures as approved, curing compound,
finishing to lines and grades as per drawing
5018.26
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-
Bill No.5 - Culverts
-
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12.1.B.1- 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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means
10374.02
-
-
13.9.A-Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
1351.63
-
-
13.10-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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
633.77
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-
12.8.A.1- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15
591.42
-
-
12.8.H.2.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> RCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump
136.44
-
-
13.5.H.p.2-Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M35 - With Batching Plant, Transit Mixer and Concrete Pump - Height upto 5m
140.85
-
-
14.ID.2.2.A-Furnishing and Placing RCC/PSC Grade M35 Using Batching Plant, Transit Mixer, and Concrete Pump as per drawing and Technical Specification. For T-beam & slab - Height upto 5m
158.32
-
-
12.40 - Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
38.03
-
-
OD78839/2024-2025-13.8. Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing
and Technical Specifications.
1057
-
-
OD78858/2024-2025-Provision of Reinforced cement concrete crash barrier at the edges of the road,approaches to Culverts/bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia,450 mm 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 enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all complete as per drawing & Technical Specifications Clauses 809 & 811 and Sections 1000, 1500, 1600, 1700 and 2200.
742.52
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-
14.9-Drainage Spouts complete as per drawing and Technical specification
78
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-
15.4.A- Providing and laying Pitching on slopes laid over prepared filter media including boulder Stone/Boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
608.7
-
-
14.19.a-Asphaltic Plug joint <br> Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm ( in traffic direction), covered with a closure plate of 200 mm x 6 mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking / backer rod, all as per approved drawings
19.2
-
-
12.3-Sand Filling in Foundation Trenches as per Drawing & Technical Specification
392.1
-
-
15.11-Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
2068.68
-
-
12.8.B.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20 for curtain wall
1845.39
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-
12.8.G.2.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump
349.52
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-
13.5.G.q.2-Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump - Height 5m to 10m
458.93
-
-
15.5-Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
253.87
-
-
12.40 - Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
27.96
-
-
13.6-Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
36.72
-
-
OD79254/2024-2025-Painting of Culvert and span arrangement with synthetic enamel complete as per Drawing and MoRTH Specifications Clause 803
32
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-
OD78926/2024-2025- Cleaning and removal of vegetation growth from structures, channel and protective works as per directions of the Engineer.
56
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-
Repair of Existing Culverts by Cement Mortar 1:3 plastering all complete as per MORTH specifications section 1300
56
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-
OD78941/2024-2025- Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per directions of the Engineer.
14
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-
9.2.B - Laying Reinforced cement concrete pipe NP4/prestressed concrete pipe for culverts on first-class bedding of granular material in a single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in headwalls and parapets. 1200 mm dia
318.2
-
-
13.5.B-Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 - Height upto 5m
284.4
-
-
OD79041/2024-2025- Providing & laying Rigid apron 150mm thick flat stone embedded in 300mm thick M-15 grade concrete as per drawing and technical specification Clause 2505
719
-
-
14.10-PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.
206.3
-
-
14.11-Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
412.09
-
-
13.4.A-Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications
59.28
-
-
Bill No.6 - Bridges
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12.1.B.1- 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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means
9011.09
-
-
13.9.A-Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material
981.43
-
-
13.10-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 towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
452.05
-
-
12.8.A.1- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15
240.27
-
-
12.8.H.2.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> RCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump
1115.6
-
-
OD88036/2024-2025-Plain/Reinforced Cement Concrete in sub-structure complete as per Drawing and MoRTH Specifications Section 1000, 1500, 1700 & 2100. RCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump. 5m to10m
466.84
-
-
14.1D.1.2.B- Furnishing and Placing RCC/PSC Grade M35 Using Concrete Mixer as per drawing and Technical Specification. For T-beam & slab - Height 5m to 10m
1003.32
-
-
13.6-Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications
61.8
-
-
14.2-Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
90.3
-
-
12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
119.05
-
-
14.19.a-Asphaltic Plug joint <br> Providing and laying of asphaltic plug joint to provide for horizontal movement of 25 mm and vertical movement of 2 mm, depth of joint varying from 75 mm to 100 mm, width varying from 500 mm to 750 mm ( in traffic direction), covered with a closure plate of 200 mm x 6 mm of weldable structural steel conforming to IS: 2062, asphaltic plug to consist of polymer modified bitumen binder, carefully selected single size aggregate of 12.5 mm nominal size and a heat resistant foam caulking / backer rod, all as per approved drawings
106
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-
14.9-Drainage Spouts complete as per drawing and Technical specification
42
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-
OD79181/2024-2025-Providing and laying in position 65 mm thick wearing coat consisting of 40 mm bituminous concrete over a 25mm thick layer of mastic asphalt over deck slab after applying prime coat complete as per drawings and Morth Specifications Sections 500 and 2700
4825.3
-
-
OD79193/2024-2025-Providing and fixing Tar paper bearing complete as per drawing and Technical Specifications Clause 2011.
31.8
-
-
12.3-Sand Filling in Foundation Trenches as per Drawing & Technical Specification
1240.56
-
-
OD78858/2024-2025-Provision of Reinforced cement concrete crash barrier at the edges of the road,approaches to Culverts/bridge structures and medians, constructed with M-40 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia,450 mm 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 enclosure
to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all complete as per drawing & Technical Specifications Clauses 809 & 811 and Sections 1000, 1500, 1600, 1700 and 2200.
372.6
-
-
14.10-PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.
57.24
-
-
14.11-Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.
111.3
-
-
OD78839/2024-2025-13.8. Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing
and Technical Specifications.
753
-
-
15.11-Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.
859.82
-
-
12.8.B.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20
216.36
-
-
12.8.G.2.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 - Using Batching Plant, Transit Mixer and Concrete Pump
233.13
-
-
13.5.G.p.2-Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M30 - Height upto 5m - using Batching Plant,Transit Mixer and Concrete Pump
247.37
-
-
OD78926/2024-2025- Cleaning and removal of vegetation growth from structures, channel and protective works as per directions of the Engineer.
2500
-
-
OD99820/2024-2025 - Repair of Existing Bridges by Cement Mortar 1:3 Plastering all complete as per MoRTH Specifications Section 1300.
100
-
-
OD79041/2024-2025- Providing & laying Rigid apron 150mm thick flat stone embedded in 300mm thick M-15 grade concrete as per drawing and technical specification Clause 2505
729.68
-
-
15.4.A- Providing and laying Pitching on slopes laid over prepared filter media including boulder Stone/Boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications
698.35
-
-
OD79238/2024-2025-Furnishing and Placing Reinforced Cement Concrete Grade M25 Using Concrete Mixer in super-structure as per Drawing and MoRTH Specifications Section 410, 1000, 1500, 1600 & 1700,
Raised -footpath with kerb"
75.06
-
-
15.5-Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
107.21
-
-
OD79254/2024-2025-Painting of Bridge No. and span arrangement with synthetic enamel complete as per Drawing and MoRTH Specifications Clause 803
3
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Bill No,.7 - Drainage and Protective works
-
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3.6 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 within all lifts and lead upto 1000m
27146.65
-
-
12.8.A.1- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15
3457.25
-
-
12.8.2.C.1- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump <br>
12014.02
-
-
12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
600.71
-
-
OD78839/2024-2025-13.8. Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 110 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing foce.Complete as per drawing and Technical Specifications.
424
-
-
Foot path - OD98562/2024-2025- Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. as per Drawing and MoRTH Specification Section 400.
103431.75
-
-
15.9- Construction of dry rubble flooring at cross drainage works for relatively less important works.
1612.8
-
-
OD98571/2024-2025- Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications clause 1404.
3459.2
-
-
12.8.B.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications <br> PCC Grade M20
80
-
-
OD99815/2024-2025- Providing and laying of a reinforced cement concrete pipe duct, 600 mm dia, across the road (new construction), extending from drain to drain in cuts and toe of slope to toe of slope in fills, constructing head walls at both ends, providing a minimum fill of granular material over top and sides of RCC pipe as per IRC:98-1997, bedded on a 0.3 m thick layer of granular material free of rock pieces, outer to outer distance of pipe at least half dia of pipe subject to minimum 450 mm in case of double and triple row ducts, joints to be made leak proof, invert level of duct to be above higher than ground level to prevent entry of water and dirt, all as per IRC: 98 - 1997 and approved drawings
1163.5
-
-
Bill No.8 - Bus Shelter
-
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12.8.A.1- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15
67.23
-
-
12.6.C- Brick Masonry work in Cement Mortar1:4 (1cement :4 sand) in foundation complete excluding pointing and palstering as per drawing and MORTH specifications section 1300 for 1step
33.31
-
-
12.6.A- Cement Mortar 1:3 (1 cement : 3 sand)
105.28
-
-
OD90746/2024-2025- Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS: 15622, of approved make, in all colours and shades, laid on 20mm thick cement mortor 1:4 ( 1 cement:4 coarse sand), jointing with grey cement slurry & 3.3 kg/sqm including grouting the joints with white cement and matching pigments etc.,complete. Size of Tile 600x600mm"
263.34
-
-
OD90747/2024-2025- Providing and laying gang saw cut 30 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath,flooring in road side plaza and similar location laid over 20mm thick base of cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.With granite stone of colour black,cherry/ryby red of area less than 0.50 sqm
22.8
-
-
13.3- Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
906.61
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-
OD90749/2024-2025- Providing and applying plaster of paris putty of 2 mm thickness over plastered surface
to prepare the surface even and smooth complete.
906.61
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-
OD90755/2024-2025- 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 sqm. as per Drawing and directed by Engineer
906.61
-
-
OD90756/2024-2025- Providing and laying gang saw cut 18 mm thick, mirror polished pre moulded and pre polished machine cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring cut granite stone of required size and shape of approved shade, colour and texture in footpath, flooring in road side plazas and similar locations, laid over 20mm thick base of cement mortar 1:4 (1cement : 4 coarse sand) including grouting the joints with white cement mixed with matching pigment, epoxy touch ups etc. complete as per direction of Engineer-in-Charge.
With granite stone of area less than 0.50 sqm.
33.65
-
-
OD90757/2024-2025- Providing and fixing Glass panel 18 mm thick as per Drawing and directed by Engineer.
108.93
-
-
OD90759/2024-2025 - Providing and fixing Polycarbonate Sheet (16mm thick) as roffing including MS angles and painting as per Drawing and directed by Engineer.
294.8
-
-
Bill No.9 - Traffic Signs, Margins and Road Appurtenances
-
-
-
8.13-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, the thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform, and free from streaks and holes.
21082.5
-
-
8.11.1 - Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on the bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control Over 10 cm in width
260
-
-
8.8-Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
4877.97
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-
8.4a.1- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over suitable primer and as per approved drawing and clause 801 including lettering symbols etc.
<br> 90 cm equilateral triangle
201
-
-
8.4a.7- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over suitable primer and as per approved drawing and clause 801 including lettering symbols etc. <br> 90 cm high octagon
215
-
-
8.4a.3- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over suitable primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm circular
79
-
-
8.5.a-Direction and Place Identification Signs upto 0.9 sqm Size Board (Type XI) Providing and fixing of direction and place identification retro-reflectorised sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area not exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of
properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause
801 including lettering symbols etc
94.05
-
-
8.6.a - Direction and Place Identification Signs with size more than 0.9 sqm size Board (Type XI) Providing and fixing of direction and place identification retroreflectorised sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with area exceeding 0.9 sqm, with suitable back supporting frame of MS angle 40x40x6 and supported on suitably designed GI pipe pole not less than 50mm NB , 2 Nos. confirming to IS 1239, firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60mm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved drawing and clause 801 including lettering symbols etc.
642.96
-
-
8.4a.6- Retro-Reflectorised Traffic Signs (Type XI) : 60 cm x 60 cm square <br> Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over suitable primer and as per approved drawing and clause 801 including lettering symbols etc.
34
-
-
8.4a.5-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 10 years warranty manufactured as per IRC :67 made of ASTM D 4956-09 Type XI micro prismatic grade sheeting fixed over aluminium sheeting, 2 mm thick/ aluminium composit material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over suitable primer and as per approved drawing and clause 801 including lettering symbols etc.<br> 60 cm x 45 cm rectangular
150
-
-
OD89425/2024-2025- Providing and fixing retro-reflectorised road hazard marker complete as per Drawing and MoRTH Specifications Clause 805.
Object hazard marker of size 30 cm x 90 cm rectangular Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type XI micro prismatic grade sheeting vide clause 801.3.4.3 fixed over aluminium sheeting, 2 mm thick/ aluminium composite material sheeting 4 mm thick with suitable back supporting frame of MS angle 25x25x3 and supported on GI pipe pole 50mm NB confirming to IS 1239 firmly fixed to the ground by means of properly designed foundation with M 15 grade Cement Concrete min size 45 cm x 45 cm x 60 cm, 60 cm below ground level including painting all exposed surface with 2 coats of epoxy painting over epoxy primer and as per approved Drawing and MoRTH Specifications Clause 801 including lettering symbols etc.
166
-
-
8.1.B-Construction of cement concrete kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 Grade PCC Using Concrete Batching and Mixing Plant on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 409
15485.6
-
-
8.14.3-Reinforced cement concrete M15 grade Hectometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc Hectometer stone (precast)
266
-
-
8.14.1-Reinforced cement concrete M15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. 5th Kilometre
stone ( precast)
13
-
-
8.14.2-Reinforces cement concrete M 15 grade Kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone ( precast)
53
-
-
8.16-Reinforced cement concrete M-15 grade boundary pillars of standard design as per IRC:25-19767, fixed in position including finishing and lettering but excluding painting .
332
-
-
OD89430/2024-2025-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 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised
by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per MoRTH Specifications Clause 811.3
700
-
-
8.35- Providing and fixing reflective road studs (Raised Pavement Marker) of ' category A' made out of ASA/HIPS/ABS moulded body with shanks and conforming to ASTM D 4280, strong enough to support a load of more than 13.635 T when tested in accordance with ASTM D 4280, reflective panel confirming to ASTM D 788, and reflectivity conforming to clause 804.4. including installation, drilling, fixing with adhesive etc. with 2 years warranty for the road stud as well as for in field performance as per clause 804.7.3<br> Road Markers/Road Stud with Lense
Reflector :-
25188
-
-
Bill No. 10 - Highway Lighting
-
-
-
OD89950/2024-2025-Supply, installation, testing and commissioning of 8 M octagonal pole made of hot dip galvanized GI sheet 70mm top diameter,130mm bottom diameter thickness 3mm base plate dimensions of 225x225x16mm suitable for wind speed as per IS 875 part III single arm bracket 1.0 mt including foundation bolt 4 nos fixed in existing RCC
foundation and junction box etc with 3Cx2.5 sqmm CU flexble cable from JB toluminaire complete 8 Meters.
1146
-
-
OD90025/2024-2025-Supply, installation, testing and commissioning of 150W LED street light output greater than 115 lumen/W 4000 – 6000 K with IP66 protection LED chip make cree/lumilled/NIchea with power factor greater than .95 at full load internal surge protection upto 8 kV and Aluminium pressure die cast powder coated housing, acrylic cover complete with THD less than 10%, power factor greater than .98. RoHS
complaint,duly wired up for use on 230V AC supply Driver compartment should be separately accessible for maintenance(LM 79 & 80 certificates from NABL accredited third party lab to be produced mentioning chip manufacturer)
1146
-
-
OD90033/2024-2025-Civil foundation : Casting of shallow RCC foundation for the 8mtr pole with M25grade cement concrete including reinforcement, levelelling course & complete in all respect as per approved drawing and direction of engineer-in -charge.
1146
-
-
OD90046/2024-2025-Supply and laying of one number PVC insulated PVC sheathed armored aluminum
power cable of 1.1KV grade of the following sizes in the existing RCC/HUME/STONE WARE/GI/DWC pipe as required. 4 core 16 sq.mm
39077
-
-
OD90049/2024-2025-Supply and laying of one number PVC insulated PVC sheathed armored aluminum
power cable of 1.1KV grade of the following sizes in the existing RCC/HUME/STONE WARE/GI/DWC pipe as required. 3.5 core 50 sq.mm
1550
-
-
OD90053/2024-2025-Providing and laying GI strip all sizes in existing trench
4608.57
-
-
OD90055/2024-2025-Supplying, testing, installing and commissioning of 40mm HDPE pipe for underground cable laying
38595.65
-
-
OD90064/2024-2025-Cable Trench : Excavation upto 750mm depth width upto 300mm wide and back
filliing with soft soil complete in all respect and as per direction of engineer-in - charge.
7006.28
-
-
OD90114/2024-2025-"Supply, erection of outdoor type panel complete with accessories and concrete
foundation, service cable termination, testing and commissioning in complete:Incomer : 1no 63A TPN MCCB and Outgoings : 6nos of 32A TPN MCB with Astronomical Dial timer and contactor 6A MCBs for the timer."
31
-
-
OD90119/2024-2025-For Obtaining Power connection: Fees to be remitted to Electrical Inspectorate/KSEB/meter testing lab/ fire & rescue service Department(Actual amount incurred for the above items will be reimbursed on production of original Receipts). Including cost for LT supply/ Transformer & Metering box etc.
1
-
-
OD90124/2024-2025-Earthing with G.I. earth pipe 4.5 metre long, 40 mm dia including accessories, and
providing masonry enclosure withcover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required..
177
-
-
OD90125/2024-2025-Supply, Installation, testing and commissioning of 16M highmast shaft in single
section suitable for wind speed as per IS 875 Part-3, with raising lowering system comprising, head frame, luminaries carriage suitable to install 6 nos luminaries in symmetrical arrangement, double drum winch, 5mm diameter SS wire rope ,trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial. (Wiring material, power cables between panel and mast, MCB in base compartment are not included.)
11
-
-
OD90146/2024-2025-Supply and fixing 24mm diameter (6 numbers) foundation bolts of 750mm bolt length, 445mm pitch circle diameter manufactured from special steel along with nuts, washers, anchor plate and common template.( suitable for 16 M highmast system)"
11
-
-
OD90150/2024-2025-Supply, Installation, testing and commissioning of 150W LED Flood light output
> 105lumen/W 4000-6000 K with IP 66 protection LED Chip make Cree/Lumilled/Nichea with power factor >0.95 at full load, internal surge protection up to 8 KV,and Aluminium pressure die-cast Powder coated housing, acrylic cover complete with THD <10%, power factor >0.98, RoHS compliant, duly wired up for use on 230 V AC supply. Driver compartment should be seperatly accessible for maintenance (LM 79&80 certificates from NABL accredited Third party lab to be produced mentioning chip manufacturer)
66
-
-
OD90155/2024-2025-Civil foundation : Casting of shallow RCC foundation for the 16mtr pole with M25grade cement concrete including reinforcement, levelelling course & complete in all respect as per approved drawing and direction of engineer-in -charge.
11
-
-
OD90160/2024-2025- Supply, Installation, testing and commissioning of Control panel for Highmast (should be supplied same High Mast Manufacturer) including all wiring of luminaire
and control wiring.
11
-
-
OD 109354/2024-25- Laying PVC pipe 150mm dia for laying street light cable
4019.5
-
-
12.8.B - Foundations: Plain/Reinforced Cement Concrete in Open foundation complete as per drawing and Technical specifications - PCC Grade M20 (Street light cable PVC pipe encasing)
246.85
-
-
Bill No.11- Encasing of Water Pipeline
-
-
-
12.1.2.B- 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.<br> Ordinary Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means <br>
596.44
-
-
12.8.E.2.1- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump <br>
3538.16
-
-
12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications
212.29
-
-
Bill No.12 -General Item
-
-
-
OD89185/2024-2025-Vehicles running cost of fuel and POL for 3000 Km as per Additional Clause 122 of Part-2, Particular Technical Specifications
9
-
-
OD89186/2024-2025-Maintenance of Type 2 Vehicles (Provided by Employer) including full comprehensive insurance, Driver's salary repairs including replacement of worn tyres, services as per manufacturer’s recommendation etc as per Additional Clause 122 of Part-2, Particular Technical Specifications
9
-
-
Bill No.13- Maintenance during Maintenance
-
-
-
10.5.1a- Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 504,
compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 - For grading I Material
6295.46
-
-
Bill No. 14 - Environmental Safety, Health, and EMP cost
-
-
-
OD89190/2024-2025-Resource allocated to ESHS Management
-
-
-
ESHSE Manager having 10 years in designing and monitoring the implementation of ESHS management plans for construction works and in Similar works experience for 5 years
9
-
-
ESHS Supervisor (one ESHS supervisor for each shift on ach Project Area), total work experience 5 years including 1-year similar work experience
9
-
-
ESHS management
Community Liaison Officer having total experience 5 years (Fluency in local Languages should be mandatory for this position)
9
-
-
OD89197/2024-2025- Implementation of health and Safety Plan:
-
-
-
Installation silt fencing for control sediment into nearby surface water bodies, including regular maintenance for entire construction period and removal of those fence on completion of work near surface water bodies
400
-
-
Provide and maintenance of Personal protective equipment including nosal mask for prohibition of spread of Covid 19, as required, to all Personal Protection Equipment (PPE) pursuant to the practices
9
-
-
Medical Check -up – The Contractor shall organises medical check-ups carried out by a doctor or an appropriately qualified nurse for all Contractor’s Personnel prior to the initial mobilisation to the Project Area to check aptitude for the work.
Hearing tests are conducted for the contractor’s personnel exposed too noise levels above 80 dB (A) in order to establish initial audiograms. Annual test shall be carried out as per advice of the Engineer: Covid -19 test to the Contractor’s personnel as and when required"
3
-
-
Provide and maintain first aid provisions on any work site, including : suitably stocked first aid kits: a person, respectively an adequate number of staff appointed and trained to take charge of first – aid arrangements and ensure that staff and workers are informed about first aid arrangements
1
-
-
OD89202/2024-2025-Accommodation, drinking water, meals, and transportation of staff
-
-
-
Accommodation, drinking water, meals and transportation of staff, Contractor shall provide to his personnel safe drinking water at all project areas. The quantity and quality of this water complies with the standards of the World health Organisations at supply points.
1
-
-
OD89205/2024-2025-Training and Local Requirement management Costs
-
-
-
Environmental management training and awareness program
3
-
-
Sanitation arrangement at camp
1
-
-
Protection of adjacent areas,biodiversity, prevention of erosion and waste water management
-
-
-
Protection of adjacent areas, prevention of erosion and waste water management – The Contractor shall take necessary measures to ensure that pollution to air , water or land is prevented or, where this is not possible, reduced and mitigated as far as practicable during the construction phase. If required in the PA- ESMP the contractor will develop a pollution prevention Plan for managing e.g. atmospheric emissions and dust, e.g noise and vibrations,
1
-
-
Installation of Oil interceptor for removal of oil and grease at vehicle wash bay
1
-
-
Sprinkling of water for suppression of dust all along the construction areas for the entire Construction period
1
-
-
OD89220/2024-2025- Traffic,noise and atmospheric emissions management,land take all completed as per ESHS Clauses
-
-
-
Contractor should carry out or contracting the monitoring the effluent quality pursuant to the present ESHS Specifications by external accredited agency for sampling and Laboratory analysis and submit the analysis results the engineer
4
-
-
Contractor should carry out monitoring of environmental attributes of as per environmental monitoring plan for Construction phase
-
-
-
Air Quality sample
8
-
-
Surface Water Sample
8
-
-
Ground Water Sample
8
-
-
Noise Quality Sample
8
-
-
Soil Quality Sample
8
-
-
OD89220/2024-2025-Contractor should carry out monitoring of environmental attributes of as per environmental monitoring plan for the period of operational phase / Defect Liability period
-
-
-
Air Quality sample
4
-
-
Surface Water Sample
4
-
-
Ground Water Sample
4
-
-
Noise Quality Sample
4
-
-
Soil Quality Sample
4
-
-
OD89227/2024-2025-Solid Wate /hazardous products management - Identifying, collecting transporting, and treating all waste produced on Project areas
1
-
-
OD89228/2024-2025-Vegetation clearing and site rehabilitation
Site rehabilitation – the contractor will rehabilitate all Project Areas and landscapes disturbed by the works, to their original condition where possible upon completion of construction and prior to the provisional acceptance of the works. Close collaboration with all statutory stakeholders will be conducted in cooperation with the Employer during the reinstatement. This will include all temporarily acquired sites including borrow areas, camp site, etc.
1
-
-
Bill No.15 - Reconstruction of Affected Encroached Structures within the COI as per ESMP
-
-
-
Reconstruction of Affected Encroached Structures within the COI
-
-
-
12.1.B.1- 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. <br> Ordinary Soil - Depth upto 3m - Mechanical Means
53.56
-
-
12.8.A.1- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. <br> PCC Grade M15
9.74
-
-
15.9- Construction of dry rubble flooring at cross drainage works for relatively less important works.
30.32
-
-
OD98571/2024-2025- Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:3 for substructure complete as per drawing and Technical Specifications clause 1404.
30.32
-
-
OD99406/2024-2025- Solid Masonry using precast solid blocks (factory made) of size 30X20X15 cm or nearset available size onfirming to IS 2185 Parti of 1979 for superstructure upto
floor two level with thickess 15 cm in CM 1:6 ( 1 Cement: 6 Coarse sand ) etc complete - Wall & Pillar side
37.24
-
-
13.3- Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications
495.19
-
-
Providing access to the adjacent properties
1
-
-
Bill No.16- Provisional Sum - Utility shifting - Shifting of obstructing utilities towards existing RoW (as per the details available from KSTP) for
the approx. value of INR 28,92,47,846/- (excl. GST). The works shall be carried out as per the approved estimate by the utility agencies, in close coordination with
utility agency and as per precaution / conditions stipulated by the agency all complete as per
Technical Specification of bid document and utility agencies.
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