Rehabilitation and Up gradation of Vadayar Chandappalam Mulakkulam Road and Vadayar Kallattippalam Muttuchira Road (Length 22.476 km) in Kottayam District Retendering of Balance Works

Amount

Bill No 1- SITE CLEARANCE

OD310825/2024-2025-Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned including removal and disposal of top organic soil not exceeding 150 mm thickness with all lead & Lift , all complete as per Technical Specification Clause 201

OD311661/2024-2025- Cutting of trees, including cutting of trunks, branches and removal of stumps and roots of girth above 300mm and back filling to required compaction with all lead & lift, all complete as per Technical Specification Clause 201 and 305..<br> Girth from 300 mm to 600 mm

OD311778/2024-2025- Cutting of trees, including cutting of trunks, branches and removal of stumps and roots of girth above 600mm and back filling to required compaction with all lead & lift ,all complete as per Technical Specification Clause 201 and 305.. <br> Girth from 600 mm to 900 mm

OD311781/2024-2025- Cutting of trees, including cutting of trunks, branches and removal of stumps and roots of girth above 900mm and back filling to required compaction with all lead & lift ,all complete as per Technical Specification Clause 201 and 305.. <br> Girth from 900 mm to 1800 mm

OD311784/2024-2025- Cutting of trees, including cutting of trunks, branches and removal of stumps and roots of girth above 1800mm and back filling to required compaction with all lead & lift ,all complete as per Technical Specification Clause 201 and 305.<br>Girth above 1800 mm

OD311827/2024-2025- Dismantling of flexible pavements and disposal of dismantled materials, stacking serviceable and unserviceable materials separately with all lead & lift ,all complete as per Technical Specification Clause 202

OD311833/2024-2025- Dismantling of rigid pavements and disposal of dismantled materials, stacking serviceable and unserviceable materials separately with all lead & lift ,all complete as per Technical Specification Clause 202.

OD272967/2024-2025- Clearing waterway of culverts including culvert barrel by excavation of soil using manual means including loading in truck for carrying of cut with all lifts and leads.

OD272966/2024-2025- Cleaning Longitudinal drains by removal of earth, muck, rubbish, organic and inorganic materials from earthern or open pucca drains including disposal , de watering and making temporary diversions of water etc. compete as per technical specifications and as directed by the Engineer with all leads and lifts

Bill No.2 - EARTH WORKS

OD311845/2024-2025- Excavation for roadwork in all type of 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 all complete as per Technical Specification Clause 301.

3.17- Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

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.

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

OD268495/2024-2025-Construction of sub-grade and earthen shoulders with approved material deposited at site from roadway cutting and drain excavation all complete as per Technical Specification clause 305.

Bill No.3 - SUB BASE AND BASE COURSES

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

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.

Bill No.4 - PAVEMENT COURSES

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.

5.2.b-Providing and applying tack coat with bitumen emulsion (RS) using emulsion pressure distributor at the rate of 0.25 - 0.30 kg per sqm on the prepared Granular Surface cleaned with mechanical broom.

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.

OD312094/2024-2025-Providing and laying dense graded bituminous macadam Grade II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 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. Note: The Binder content specified shall be minimum 4.5 % but will conform to requirement as per JMF. No additional cost shall be paid to the actual Binder Content as required in JMF

OD277017/2024-2025- 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-30 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

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.

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 complete as per drawing and Technical Specification Clause 602.

Bill No.5 - CROSS DRAINAGE WORKS-CULVERT

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. Ordinary Soil - Depth upto 3m - Mechanical Means

12.8.A.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. PCC Grade M15

OD277018/2024-2025-Providing & Laying Plain Cement Concrete M 20 for Head Walls and wing wall in foundation including formwork, excluding reinforcement complete as per drawing, Technical Specification Sections 1500, 1700, 2100 <br> RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump <br>

OD277019/2024-2025- Providing & Laying Plain Cement Concrete M 20 in substructure for Head Walls and wing wall in sub structure including formwork, excluding reinforcement complete as per drawing, Technical Specification Sections 1500, 1700, & 2200 - Height up to 5m

13.5.F.P.1- Plain/Reinforced cement concrete in sub-structure complete as per drawing and Technical Specifications RCC Grade M25 - Using concrete Mixer - Height upto 5m

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

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

14.1C.2-Furnishing and Placing Reinforced Cement Concrete Grade M30 Using Batching Plant, Transit Mixer and Concrete Pump in super-structure as per drawing and Technical Specification

OD273896/2024-2025-Providing Reinforced cement concrete parapet in M-30 grade reinforcement complete as per drawing & MORT&H Specifications Sections 1500, 1600, 1700, 2200, 811 & Clause 809.

OD277023/2024-2025- Providing, fitting and placing in position coated HYSD bar of grade Fe 500D reinforcement in foundation complete as per drawing and Technical Specification Section 1600.

OD277024/2024-2025- Providing, fitting and placing in position coated HYSD bar of grade Fe 500D reinforcement in sub-structure complete as per drawing and Technical Specification Sections 1600 and 2200

OD277025/2024-2025- Providing, fitting and placing in position coated HYSD bar of grade Fe 500D reinforcement in super-structure complete as per drawing and Technical Specification Sections 1600 and 2300

OD277027/2024-2025- Providing and painting with Synthetic enamel paints of approved quality on bridges with bridge no. and span arrangements as per IRC - 7, 1971

8.8- Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

OD277055/2024-2025-Providing and laying in position 65 mm thick wearing coat consisting of 40 mm thick bituminous concrete overlaid with a 25 mm thick layer of mastic asphalt all complete as per drawing and Technical Specification section 2700.

13.9.A- Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

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.

OD273844/2024-2025-Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing and Technical Specifications

15.10.B- Curtain wall complete as per drawing and Technical Specification :- Cement concrete Grade M15

15.11-Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

OD273835/2024-2025-Construction of Rigid apron using M15 Concrete bedding all complete as per drawing and Technical Specification Clause 2505.1.

14.9- Drainage Spouts complete as per drawing and Technical specification

OD311868/2024-2025-Dismantling of PCC head wall 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 all complete as per Technical Specification 202.

OD311883/2024-2025- Dismantling of masonry wall 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 all complete as per Technical Specification 202

OD311933/2024-2025- Dismantling of Reinforced Cement Concrete 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 complete as per Technical Specification Clause 202.

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

15.5-Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

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

2.4.10.A-Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Up to 600 mm dia.

2.4.10.B-Removing all type of Hume Pipes and Stacking within a lead of 1000 metres including Earthwork and Dismantling of Masonry Works - Above 600 mm to 900 mm dia

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 Bituminous course - By Mechanical Means

OD270363/2024-2025- Providing Plain Cement Concrete M20 for Encasing complete as per drawing, Technical Specification Sections 1500, 1700, 2100 and 2507<br> RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump <br>

Bill No.6 - STRUCTURE-MINOR BRIDGES

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. Ordinary Soil - Depth upto 3m - Mechanical Means

13.9.A-Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification Granular material

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.

OD273908/2024-2025-Providing & Laying Plain cement concrete of M15 Grade in leveling course below foundation complete as per drawing and Technical specification section 1500,1700

12.8.H.2.1- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump

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

14.1D.2.1.A-Furnishing and Placing RCC/PSC Grade M35 Using Batching Plant, Transit Mixer, and Concrete Pump as per drawing and Technical Specification For solid slab super structure - Height upto 5m

OD277056/2024-2025-Providing, fitting and placing in position coated HYSD bar of grade Fe 500D reinforcement in foundation complete as per drawing and Technical Specification Section 1600.

OD277057/2024-2025- Supplying, fitting and placing coated HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

OD277058/2024-2025- Providing, fitting and placing in position coated HYSD bar of grade Fe 500D reinforcement in super-structure complete as per drawing and Technical Specification Sections 1600 and 2300

OD273935/2024-2025- Providing and laying in position 65 mm thick wearing coat consisting of 40 mm thick bituminous concrete overlaid with a 25 mm thick layer of mastic asphalt all complete as per drawings and Technical Specifications Clause 2702.

14.9- Drainage Spouts complete as per drawing and Technical specification

14.10-PCC M15 Grade leveling course below approach slab complete as per drawing and Technical specification.

OD277059/2024-2025-Reinforced cement concrete M30 in approach slab including reinforcement and formwork complete as per drawing and Technical specification

8.22- Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 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 as specified

OD273955/2024-2025-Pillar for inscribing structure No. for culverts, bridges etc in reinforced cement concrete M 15 grade of standard design, fixing in position including painting and printing etc (precast)

OD273947/2024-2025- Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V: 20H towards drawing face. Complete as per drawing and Technical Specifications

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

15.5-Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification

8.8-Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

15.11-Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

OD273968/2024-2025-Construction of Rigid apron using M15 Concrete bedding all complete as per drawing and Technical Specification Clause 2505.1.

OD277060/2024-2025- Structural Plain Cement Concrete M 15 for Toe wall curtain wall etc. including formwork, excluding reinforcement complete as per drawing, Technical Specification Sections 1500, 1700, 2100 & 2507

14.18.4- Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight

OD311975/2024-2025-Dismantling of existing bituminous surface and disposal of dismantled materials, stacking serviceable and unserviceable materials separately with all lead & Lift, complete as per Technical Specification Clause 202

OD311979/2024-2025- Dismantling of Reinforced Cement Concrete 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 complete as per Technical Specification Clause 202.

Bill No.7 - REPAIR AND REHABILITATION OF STRUCTURES

OD272024/2024-2025- Guniting the damaged part of Slab after removing / old guniting / part of defective concrete, cleaning the surface and exposed reinforcement thoroughly by sand blasting, spraying with epoxy @ 0.67 kg/sqm including cost of wire mesh fabrics 5cm X 5cm X No 10 gauge in first layer of guniting complete as per drawings, Technical specifications Clause 2807 and as directed by Engineer.

OD272025/2024-2025- Clearing of culvert vents and river/stream bed on U/S and D/S of culvert by removing deposited debris, silt, soil and any other foreign material and including safe disposal of removed material as per Technical specifications Section 300.

OD272026/2024-2025- Repairs to loose boulder pitching/ revetment to embankment slopes near abutments by removal, stacking of existing boulders and relaying stacked boulders properly after increasing height of earth fill around abutments as per Technical specifications clause 2504

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

OD272027/2024-2025-Cleaning and grubbing under culvert and in river/stream bed both U/S and D/s of existing culvert for a distance specified by the Engineer including cutting, removing and disposing of all materials such as trees, bushes, shrubs, stubs, roots, grass, weeds etc. as per Technical specifications Section 200.

OD272028/2024-2025- Providing and laying filter media below hand packed boulder pitching complete as per drawings and Technical Specifications Clause 2504 or as directed by Engineer

OD272029/2024-2025- Providing ruled pointing in 1:3 Cement sand mortar in course rubble masonry in abutments, piers and wing walls, complete as per Clause 1405.6 of Technical Specifications.

OD272030/2024-2025- Dismantling the railing/parapet and kerb of the existing culvert without causing any structural damage to other parts of the bridge including all labour, tool and its disposal

8.22- Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 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 as specified

OD272031/2024-2025-Providing fusion bonded epoxy coated HYSD reinforcement of Grade Fe500D for dowel bars; repair of RCC superstructure & substructure complete as per Technical Specifications Section 1600 and 2800.

OD272032/2024-2025- Providing and laying new Drainage spout including making the joint of drainage spout with slab water tight with non shrink free flow cement grout and drilling hole in RCC slab and cutting chase in slab of required size for fixing drainage spout complete as per Technical Specification Clause 2705 and A-9.

16.7- Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1.

16.5.A-Sealing of cracks/porous concrete by injection process through nipples/Grouting complete as per Technical Specification Cement Grout

16.2-Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead upto 1000 m.

OD272033/2024-2025-Laying of 65 mm thick wearing coat consisting of 40 mm thick bituminous concrete overlaid with 25 mm thick mastic asphalt over newly laid profile corrective course / existing deck on existing bridge deck including providing necessary camber/super elevation to match with highway profile adjacent to bridge complete as per Technical specification Section 2700.

OD272034/2024-2025- Dismantling and replacement of Burried Expansion joint As per Technical specification Section 2600 & 202

16.4-Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical Specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy

OD277067/2024-2025-Surface Coating to the concrete to inhibit the ingress of chlorides or carbon dioxide. As per Technical specification Section 2808 & 2809

16.9-Removal of defective concrete, cleaning the surface thoroughly, applying the shotcrete mixture mechanically with compressed air under pressure, comprising of cement, sand, coarse aggregates, water and quick setting compound in the proportion as per clause 2807.1., sand and coarse aggregates conforming to IS: 383 and table 1 of IS: 9012 respectively, water-cement ratio ranging from 0.35 to 0.50, density of gunite not less than 2000 kg/cum, strength not less than 25 Mpa and workmanship conforming to clause 2807.6.

OD277068/2024-2025-Patching of damaged concrete surface with polymer concrete and curing compounds, initiator and promoter, available in present formulations, to be applied as per instructions of manufacturer and as approved by the Engineer.

OD272035/2024-2025-Eproxy bonding of new concrete to old concrete As per Technical specification Section 2805

8.8-Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

15.11-Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less than 40 kg beyond curtain wall.

16.22-Repair of RCC Railing : Carrying out repair of RCC m30 railing to bring it to the original shape.

Bill No.8 - DRAINAGE AND PROTECTIVE WORK

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. Ordinary Soil - Depth upto 3m - Mechanical Means

OD273989/2024-2025-Providing & Laying Plain cement concrete of M15 Grade in leveling course below foundation complete as per drawing and Technical specification section 1500,1700

12.8.E.2.1- Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M25 - With Batching Plant, Transit Mixer and Concrete Pump

OD277069/2024-2025-Providing, fitting and placing in position coated HYSD bar of grade Fe 500D reinforcement in foundation complete as per drawing and Technical Specification Section 1600.

OD272039/2024-2025-Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face. Complete as per drawing and Technical Specifications

OD272048/2024-2025- Providing inlet pipes of 100 mm dia AC pipe for draining out water from kerb face to drain complete as per drawing and as directed by the Engineer

OD273992/2024-2025- Providing and fixing 150mmx150mm GI grating complete as per drawing and technical specifications.

OD272053/2024-2025- Providing & Laying Cement Concrete of M30 Grade (Irish Drain) complete as per Drawing and Technical Specification section 1500 & 1700

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

OD272090/2024-2025-Providing and laying granular bedding below Retaining wall /Toe wall / Dr Wall PCC complete as per drawings and Technical Specification Section 2904

OD272092/2024-2025- Providing and constructing Plain cement concrete in drain, stilling basin, Breast wall and toe wall complete as per drawing and technical specification clause 309 and sections 1500 and 1700 for Wall/Breast wall M-10 grade

OD272093/2024-2025- Providing and constructing Plain cement concrete in drain, stilling basin, Breast wall and toe wall complete as per drawing and technical specification clause 309 and sections 1500 and 1700. <br> Retaining walls Grade M15 <br>

OD272098/2024-2025- Providing & Laying Plain Cement Concrete M 20 for Head Walls and wing wall in foundation including formwork, excluding reinforcement complete as per drawing, Technical Specification Sections 1500, 1700, 2100 <br> RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump <br>

OD272103/2024-2025- Providing & Laying Plain Cement Concrete M 20 for Head Walls and wing wall in sub structure including formwork, excluding reinforcement complete as per drawing, Technical Specification Sections 1500, 1700, & 2200 Grade M20 Height up to 5m

OD272105/2024-2025- Providing and constructing Reinforced cement concrete in Retaining Wall foundation complete as per drawing and technical specification clause 309 and sections 1500 and 1700. RCC Grade M35 - Using Batching Plant, Transit Mixer and Concrete Pump <br>

OD272108/2024-2025- Providing and constructing Reinforced cement concrete in Retaining Wall substructure complete as per drawing and technical specification clause 309 and sections 1500 and 1700. RCC Grade M35 - With Batching Plant, Transit Mixer and Concrete Pump - Height up to 5m

OD277070/2024-2025- Supplying, fitting and placing coated HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

OD272116/2024-2025- Providing and fixing Pedestrian Guard Rail using 40/32 mm dia steel pipe railing in 3 rows duly painted on 50mm steel pipe, 1.1 metres high above ground, 1.5 m centre to centre, complete as per approved drawings and Technical specification clause 810.

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.

OD272126/2024-2025-Providing and laying PCC M20 Parapet wall over Toe wall complete as per drawing and Technical Specification section 1500,1600 and 1700.

OD272128/2024-2025- DRY RUBBLE MASONRY - Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site as per Drawing and Technical Specifications.

OD273993/2024-2025- Geosynthetic drainage with two filtering nonwoven geotextiles having a "W" configuration as longitudinal parallel channels. Minimum thickness to be 7.2 mm, with two filtering UV stabilized polypropylene nonwoven geotextile of minimum thickness of 0.75mm having pores of 150 micron and tensile strength of 8.0 kN/m and having plane flow capacity of 2.1 L/(m.s) at hydraulic gradient of 1.0 & 20kPa pressure tensile strength of 18kN/m with mass per unit area of 740 gsm

OD279434/2024-2025-Construction of ramp to paddy fields/ access to adjacent properties, plain cement concrete M30 grade pavement, over a prepared sub base, with 43 grade cement, coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design and formwork as per drawing and Technical Specification.

Bill No.9 -ROAD APPURTENANCES

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 .

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)

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)

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)

8.4.2-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 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 clause 801 including lettering symbols etc. 60 cm equilateral triangle

8.4.3-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 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 epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 60 cm circular

8.4.7-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV 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 epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 90 cm high octagon

8.6-Providing and fixing of direction and place identification retro-reflectorised sign with 7 years warranty manufactured as per IRC :67 High Intensity Micro Prismatic (Type IV) grade sheeting fixed over aluminum sheeting, 2 mm thick/aluminum composite material sheeting 4 mm thick with an 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, 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.

8.5a-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

8.6a-Direction and Place Identification Signs with size more than 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 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, 60 mm 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.

8.4.4-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 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 epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 80 mm x 60 mm rectangular

OD272148/2024-2025-Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 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 epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 30 cm x 90 cm rectangular for hazard marker

OD272151/2024-2025- Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign with 7years warranty manufactured as per IRC :67 made of Type IV micro prismatic grade sheeting vide clause 801.3.3 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 epoxy primer and as per approved drawing and clause 801 including lettering symbols etc. 75 cm x 90 cm chevron sign board

OD277071/2024-2025-Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads on Bituminous Surface @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 .The finished surface to be level, uniform and free from streaks and holes for Centre line/edge line/ transverse marking and any other markings and Pedestrian crossing

OD277074/2024-2025- Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorizing 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. Directional arrows (Straight arrows)

OD277077/2024-2025-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. Left and right turn arrows

OD277078/2024-2025- 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. Straight and left/right turn arrows

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 Road Markers/Road Stud with Lense Reflector

8.15-Supplying and installation of delineator (Roadway indicators) posts 80- 100cm high above ground level, pained black, and white in 15 cm wide strips, fitted with min. 80 x 100 mm rectangular or 75 mm dia circular retro reflectorized panels at the top with minimum visibility of 300m with provisions to prevent edge lifting and vandalisam, and conforming to clause 806 , IRC-79 and the drawings including fixing to ground (The deleniator shall be of approved type as per specification)

OD272160/2024-2025-Providing utility duct 600mm dia RCC NP4 pipe complete as per Technical Specification section 1900 and as directed by the Engineer.

8.20- Providing, Fixing and erecting 50 mm dia GI pipe railing in 3 rows duly painted on Tubular Steel Railing on Medium Weight Steel Channel ( ISMC series) 100 mm x 50 mm, 1.2 metres high above ground, 2 m centre to centre, complete as per approved drawings including painting over suitable primer

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

OD277080/2024-2025-Providing and constructing cement concrete mountable type kerb laid width 50 and 250 mm respectively, 200 mm high in M 20 grade PCC on M-10 grade foundation 100 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 Technical Specification Clause 409 and IRC: 86-2018

8.8- Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces

55.38a-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 Structural Steel c section 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 structural steel c section 150 x 75 x 5 mm, 330 mm long complete as per clause 811.3.

OD272162/2024-2025- Construction of footpath by providing compacted granular sub base as per clause 401 and 50mm thickness with cement concrete grade M20 including provision of all drainage arrangements. Footpaths and Separators and precast concrete blocks complete as per drawing and Technical specification clause 410.3- <br> RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump <br>

4.1.B.2-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-VI - For sub-base cum drainage layer Mix in Place Method

OD277082/2024-2025-Construction of traffic hump as per IRC 99 2018, with BC-GR II and Tack coat chord Length 3m as all completed as per engineer in charge.

Bill No. 10 - BUS SHELTERS

OD277165/2024-2025- Construction of passenger shelter at bus bays as per Drawing and Technical Specification Sections 300, 800, 1000, 1300,1500,1600,1700,1900 & 2300

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 Cement Concrete Grade M-15 & M-20 - By Mechanical Means

Bill No.11- MAINTENANCE DURING CONSTRUCTION

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

Bill No.12 TEMPORARY DIVERSION WORK

3.17-Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2.

4.1.B.2-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-VI - For sub-base cum drainage layer Mix in Place Method

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.

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.

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.

5.10.2.a-Providing and laying of premix sand seal coat with HMP of appropriate capacity not less than 75 tonnes/ hours using crushed stone chipping 6.7 mm size and bitumen (VG-30) 6.8 kg per 10 sqm

OD277085/2024-2025-Construction of sub-grade and earthen shoulders with approved material deposited at site from roadway cutting and drain excavation all complete as per Technical Specification clause 305.

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

Bill No.13- GENERAL ITEM

OD272165/2024-2025-Vehicles running cost of fuel and POL for 3000 Km and as per Technical specifications 122

OD272166/2024-2025- 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.and As per Technical specification 122

Bill No. 14 - ENVIRONMENTAL SAFETY, HEALTH SAFETY AND EMP COST

OD274014/2024-2025-Providing 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

OD274015/2024-2025- ESHS Supervisor (one ESHS supervisor for each shift on each Project Area, respecting the provisions of 4.1.3), total work experience 5 years including 1 year similar work experience

OD274016/2024-2025- Community Liaison Officer having total experience 5 years [Fluency in local languages should be mandatory for this position

OD274017/2024-2025- Installation silt fencing for control sediment into nearby surface water bodies as listed in section 5.3.1.5 of ESIA report, including regular maintenance for entire construction period and removal of those fence on completion of work near surface water bodies

OD274031/2024-2025- Provide and maintenance of personal protective equipment including nosal mask for prohibition of spread of dieses like Covid-19, as required, to all personnel, visitors or third parties entering a Project Area are equipped with Personal Protection Equipment (PPE) pursuant to the practices and standards specified in ESHS Clause 9

OD274036/2024-2025- Medical Check Up - The Contractor shall organises medical check-ups at least once in a quarter 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 to noise levels above 80 dB(A) in order to establish initial audiograms. Annual test shall be carried out as per advise of the Engineer. Covid-19 test or any other tests like this to the Contractor's personal as and when required

OD274038/2024-2025- 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.

OD274039/2024-2025- Provision for drinking to 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 Organization at supply points "

OD274040/2024-2025- Provide and maintain accommodation for non-resident Personnel in a camp or an alternative structure outside of the Project Areas, such as a hotel or rented house, will comply with the conditions of the present ESHS Sub-Clause in pursuance of Sub Clause 6.6 of the CC. The quality of accommodation shall comply with ESHS Clause 40.2

OD274041/2024-2025- Contractor provides meals at a reasonable cost or free of charge to its Contractor’s Personnel per shift in a canteen area and according to a procurement system which complies with the provisions of this ESHS Specifications Sub-Clause

OD274042/2024-2025- Contractor shall organize training sessions for his personnel quarterly in two-folds: introductory sessions for starting work at the Project Area, and technical training as required in relation to the execution of the works as per ESHS Clause 8.3 and 8.5

OD274043/2024-2025- The Contractor will take out and maintain the necessary insurance to cover the cost of the sanitary repatriation of its Contractor’s Personnel

OD274047/2024-2025-Protection of adjacent areas, prevention of erosion and wastewater management The Contractor shall take the 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,

OD274049/2024-2025- Installation and maintenance of Oil Interceptor (refer schematic diagram at Annexure 8.4 of ESIA Report) for removal of oil and grease at vehicle wash bay

OD274050/2024-2025- Sprinkling of water for suppression of dust all along the construction areas for the entire construction period

OD274052/2024-2025- Contractor shall carry out or contracting the monitoring of 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( a total of at least four samples shall be tested)

OD274053/2024-2025- Ambient Air Quality testing during constructional phase and in DLP period

OD274056/2024-2025- Surface Water Quality testing during constructional phase and in DLP

OD274058/2024-2025- Ground Water Quality testing during constructional phase and in DLP period

OD274060/2024-2025- Noise Level testing during constructional phase and DLP period

OD274067/2024-2025-Soil Quality testing during construction phase and DLP period

OD274070/2024-2025-Identifying, collecting, transporting and treating all waste produced on the Project Areas

OD274071/2024-2025-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, quarry areas, camp site, storage areas, diversions, etc.

Bill No.15 - ELECTRICAL

OD276203/2024-2025- 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 200x200x16mm suitable for wind speed as per IS 875 part III single arm bracket 0.5mt including foundation bolt 4 nos fixed in new RCC foundation and junction box etc. complete 8 Meters

OD276249/2024-2025- Supply, installation, testing and commissioning of 10M octagonal pole made of hot dip galvanized GI sheet 70mm top diameter,175mm bottom diameter thickness 3mm base plate dimensions of 275x275x16mm suitable for wind speed as per IS 875-part III single arm bracket 0.5mt including foundation bolt 4 nos fixed in new RCC foundation and junction box etc. complete 10 Meters

OD276254/2024-2025- Supply, installation, testing and commissioning of 150W LED street light output greater than 105lumen/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)

OD276255/2024-2025- Supply, installation, testing and commissioning of 200W LED street light output greater than 105lumen/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)

OD276271/2024-2025- 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

OD276275/2024-2025- Providing and laying earth connection from earth electrode with 6 SWG dia G.I Wire in 15mm dia G.I pipe from earth electrode including connection with G.I thimble excavation and refilling as required.

OD276281/2024-2025- Supplying, testing, installing and commissioning of 40mm HDPE pipe for underground cable laying

OD276285/2024-2025- Supply, erection of 8 way feeder pillar outdoor type panel complete with accessories and concrete foundation, service cable termination, testing and commissioning in complete

OD276287/2024-2025- 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)

OD276303/2024-2025- Earthing with G.I earth pipe 4.5 metre long, 40mm dia. including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/coke and salt as required.

Bill No.16- PROVISIONAL SUM-FOR UTILITY SHIFTING Shifting of obstructing utilities towards existing RoW (as per the details available from KSTP) for the approx. value of INR 9,02,95,810.17/- (incl. 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.

SREEDHANYA CONSTRUCTION COMPANY (BID ID -2443791)