Rehabilitation and Up gradation of Kumarakom Nedumbassery Road (Length 21.400 km) in Ernakulum District Tendering of Balance works

Amount

Bill No, 1- Site Clearance and Dismantling

OD95089/2025-2026-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, with all lead and lift including removal and disposal of top organic soil not exceeding 150 mm in thickness <br> In area of light jungle – By Mechanical Means<br>

OD95312/2025-2026- 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 lead and lifts <br> Prestressed / reinforced cement concrete grade M-20 & above - By Mechanical Means<br>

OD95315/2025-2026- 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 <br> Cement Concrete Grade M-15 & M-20 - By Mechanical Means <br>

2.4.4.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 Dismantling Stone Masonry - Dry rubble masonry

OD95320/2025-2026- Dismantling of flexible pavements and disposal of dismantled materials all lead and lift stacking serviceable and unserviceable materials separately<br> Bituminous course - By Mechanical Means<br>

OD278846/2024-2025-b) Dismantling of flexible pavements and disposal of dismantled materials all lead and lift stacking serviceable and unserviceable materials separately; Granular courses - By Mechanical Means

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

OD95380/2025-2026- Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and lead and earth filling in the depression/pit.<br> Girth from 300 mm to 600 mm

Bill No.2 - Earth Work

OD95390/2025-2026- 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.

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.

3.18-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

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.

Bill No.3 - Granular Sub-Base Course

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.

BillNo.4 - Bituminous / PQC 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.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.

OD95514/2025-2026- Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour crushed aggregates of specified grading, premixed with bituminous binder using VG 30 @ 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. For 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.

OD279040/2024-2025-Providing and laying bituminous concrete with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder Bitumen VG-30 @ 5.4 per cent 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 For Grading -II (13.2mm Nominal size). 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 as per drawing

Bill No.5 - Culverts

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.

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

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.2.2.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"

12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

OD279290/2024-2025-Weep holes providing using 110mm pvc pipe working pressure 6kg/sqcm including cost of materials, c conveyance, labour charges etc complete

OD279280/2024-2025- 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 MORTH 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.

14.9- Drainage Spouts complete as per drawing and Technical specification

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 perdrawing and Technical specifications

12.3-Sand Filling in Foundation Trenches as per Drawing & Technical Specification

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

12.8.B.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20

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.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

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

13.6-Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

OD279811/2024-2025-Painting of culvert no and span arrangements with synthetic enamel paint complete as per drawings and specification

OD279821/2024-2025- Cleaning and removal of vegetation growth from structures, channel and protective works as per directions of the Engineer.

13.3- Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

OD279845/2024-2025-Guniting concrete surface with cement mortar applied with compressor after cleanuing surface and spraying with epoxy complete as per the directions of the Engineer

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

13.5.B-Plain/Reinforced Cement Concrete in sub-structure complete as per drawing and Technical Specifications PCC Grade M20 - Height upto 5m

OD279998/2024-2025-Providing & laying Rigid apron 150mm thick flat stone embedded in 300mm thick M-15 grade concrete as per drawing and technical specification Clause 2505

OD117794/2025-2026- Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:6 for substructure complete as per drawing and Technical Specifications

OD280006/2024-2025- Providing and fixing MS hook capacity of 150kg as directed by the Engineer as per the approved drawing and as directed by Engineer

OD280197/2024-2025- Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications- for Foundation

Bill No.6 - 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.

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

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.q.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 5m to 10m

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

13.6-Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications

14.2-Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications

12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

14.9-Drainage Spouts complete as per drawing and Technical specification

OD287071/2024-2025-Providing and laying in 65mm thick wearing course ( 40mm bituminous concrete over a 25mm thick layer of mastic asphalt) on top of deck slab excluding prime coat with paving grade bitumen meeting the requirements given in table 500:29, prepared by using mastic cokker and lade to required level and slope after cleaning the surface, including providing anti skid surface with bitumen pre - coated fine grande hard stone chipping of 9.5mm nominal size @ 0.005 m3/10m2 and at an approximate spacing , pressed in to center in both direction,pressed in to surface when temperature of surface not less than 100 degree centigrade, protruding 1mm to 4mm over mastic surface, all as per clause 515

OD280825/2024-2025- Providing and fixing Tar paper bearing complete as per drawing and Technical Specifications Clause 2011.

12.3- Sand Filling in Foundation Trenches as per Drawing & Technical Specification

OD280844/2024-2025-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 MORTH 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.

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

14.11-Reinforced cement concrete approach slab including reinforcement and formwork complete as per drawing and Technical specification.

OD280868/2024-2025-Weep holes providing using 110mm pvc pipe working pressure 6kg/sqcm including cost of materials, cconveyance, labour charges etc complete

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

12.8.B.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M20

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

OD280907/2024-2025-Cleaning and removal of vegetation growth from structures, channel and protective works as per directions of the Engineer.

13.3- Plastering with cement mortar (1:3 ) on brick work in sub-structure as per 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

OD281136/2024-2025-"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"

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

OD281141/2024-2025-Painting of Bridge no and span arrangements with synthetic enamel paint complete as per drawings and specification

Bill No,.7 - Drainage and Protective works

OD95396/2025-2026- 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.

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

12.8.2.C.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 With Batching Plant, Transit Mixer and Concrete Pump

12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

OD281274/2024-2025-Weep holes providing using 110mm pvc pipe working pressure 6kg/sqcm including cost of materials, c conveyance, labour charges etc complete

15.9- Construction of dry rubble flooring at cross drainage works for relatively less important works.

OD281278/2024-2025-Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:6 for superstructure complete as per drawing and Technical Specifications

OD281304/2024-2025- Departmental Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:6 for foundation complete as per drawing and Technical Specifications

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.

OD117547/2025-2026-Laying old (departmental) interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.

55.23-Supplying and laying interlocking tile 80mm or nearest size thickness, minimum strength M30 including providing a layer of 6mm aggregate for 5cm thickness, then laying interlock cobbles in lines and levels as per the directions of the departmental officers at site inclusive of all cost & conveyance charges etc. complete.

OD281334/2024-2025-Dry rubble masonry with hard stone for super structure including cost of through stone and bond stone

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

OD281379/2024-2025-Repair of existing drain including cleaning of silt etc complete as per the direction of Engineer in charge

Bill No.8 - Bus Shelter

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

12.5-Brick Masonry Work in Cement Mortar 1:3 in Foundation complete excluding Pointing and Plastering, as per drawing and Technical Specifications

13.1-Brick masonry work in 1:3 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications

OD281481/2024-2025-"Providing and laying vitrified floor tiles (anti slippery) 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 500x500mm"

13.3- Plastering with cement mortar (1:3 ) on brick work in sub-structure as per Technical Specifications

OD95763/2025-2026- Providing and applying 2 coats of water based cement paint to unplastered concrete surface of dirt,dust,oil,grease,efflorescence and applying paint @ of 1 lit for 2sqm

OD281575/2024-2025- "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."

OD281594/2024-2025- Providing and fixing Glass panel 18 mm thick as per Drawing and directed by Engineer.

OD281660/2024-2025- Providing and fixing Polycarbonate Sheet (16mm thick) as roffing including MS angles and painting as per Drawing and directed by Engineer.

Bill No.9 - Traffic Signs, Marking 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.

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

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. 90 cm equilateral triangle

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 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. 90 cm high octagon

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

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 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, 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.

8.4a.6-Retro-Reflectorised Traffic Signs (Type XI) : 60 cm x 60 cm square 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.

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 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 x 45 cm rectangular

OD282758/2024-2025-"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."

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)

8.14.1-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 kilometre stone ( precast)

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 .

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.

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 :-

OD282842/2024-2025-Convex Glass 600mm dia cover PVC with Aluminum Beading body material plastic body/base weight 2kg NET/2.2 kg with Boxcolour Red/Orange/Material Poly- Carbonate Acrylic as per direction of engineer-in -charge.

OD282872/2024-2025- 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.<br> Cable Duct Across the Road - Single row for one utility service

OD282874/2024-2025- Rumble Strip

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)

Bill No. 10 - Highway Lighting

OD283123/2024-2025-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 to luminaire complete 8 Meters.

OD283238/2024-2025- 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)

OD283242/2024-2025- 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.

OD283263/2024-2025- Supply and laying of one number PVC insulated PVC sheathed armored aluminium 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

OD283262/2024-2025- Supply and laying of one number PVC insulated PVC sheathed armored aluminium 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

OD283566/2024-2025- Providing and laying GI strip all sizes in existing trench

OD283579/2024-2025- Supplying, testing, installing and commissioning of 40mm HDPE pipe for underground cable laying

OD283742/2024-2025- 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.

OD283763/2024-2025- 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."

OD283770/2024-2025- 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.

OD283774/2024-2025- 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.

OD283780/2024-2025- 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.)

OD283782/2024-2025- "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)"

OD283786/2024-2025- 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)

OD283791/2024-2025- 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.

OD283914/2024-2025- 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.

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. Ordinary Rock (not requiring blasting ) - Depth up to 3 m - Mechanical Means

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

12.40-Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

Bill No.12 -General Items

OD284746/2024-2025- Vehicles running cost of fuel and POL for 3000 Km as per Additional Clause 122 of Part-2, Particular Technical Specifications

OD284762/2024-2025- Maintenance of Type 2 Vehicles (Provided by Employer) including full comprehensive insurance, Driver

Bill No.13- Maintenance during Construction

OD284879/2024-2025- Carrying out treatment and repairs to pot holes and any necessary patching to existing bituminous carriageway surfacing as per Technical Specifications Clause 3004.

Bill No. 14 - Environmental Safety, Health Safety and EMP cost

OD285113/2024-2025- ENVIRONMENTAL SAFETY, HEALTH SAFETY AND EMP COST Resources 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

OD285529/2024-2025- ENVIRONMENTAL SAFETY, HEALTH SAFETY AND EMP COST Resources allocated to ESHS management ESHS Supervisor (one ESHS supervisor for each shift on ach Project Area), total work experience 5 years including 1-year similar work experience

OD285531/2024-2025- ENVIRONMENTAL SAFETY, HEALTH SAFETY AND EMP COST Resources allocated to ESHS management Community Liaison Officer having total experience 5 years (Fluency in local Languages should be mandatory for this position)

OD285535/2024-2025- 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

OD285550/2024-2025- Implementation of health and Safety Plan: Provide and maintenance of Personal protective equipment including nosal mask for prohibition of spread of Covid 10, as required, to all Personal Protection Equipment (PPE) pursuant to the practices

OD285589/2024-2025- Implementation of health and Safety Plan: "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"

OD285611/2024-2025- Hearing tests are conducted for the contractors personnel exposed too noice levels above 80dB(A) to establish inital audiograms. Actual test shall be carried out as per advice of the engineer, Covid-19 test to the contractorers persional as and when required 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

OD285628/2024-2025- 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.

OD285653/2024-2025- Environmental management training and awareness program

OD285664/2024-2025- Sanitation arrangement at camp

OD285694/2024-2025- 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 vibration

OD285717/2024-2025- Installation of Oil interceptor for removal of oil and grease at vehicle wash bay

OD285746/2024-2025- Sprinkling of water for suppression of dust all along the construction areas for the entire Construction period

OD285757/2024-2025- Traffic , noise and atmospheric emissions management,land take 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

OD285821/2024-2025- Contractor should carry out monitoring of environmental attributes of as per environmental monitoring plan for Construction phase (Cost obtained from NABL accredited lab)

OD285844/2024-2025- Surface water sample

OD285846/2024-2025- Ground water sample

OD285847/2024-2025- Noise quality sample

OD285848/2024-2025- soil quality sample

OD285853/2024-2025- Solid Wate /hazardous products management Identifying, collecting transporting, and treating all waste produced on Project areas

OD286154/2024-2025- 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.

Bill No.15 - Reconstruction of Affected Structures under Encroachment within the COI

OD95426/2025-2026- 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 <br> Dismantling Brick / Tile work - In cement mortar <br>

OD95494/2025-2026- 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 <br> Dismantling Stone Masonry - Dry rubble masonry<br>

3.13.1.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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. Ordinary soil - Mechanical Means (Depth upto 3 m)

12.8.A-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications PCC Grade M15 ( Without formwork)

OD286348/2024-2025-Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:6 for foundation complete as per drawing and Technical Specifications

OD286183/2024-2025- Dry rubble masonry with hard stone in foundation and plinth including cost of through stone and bond stone

OD286237/2024-2025- .Solid masonry using precast solid blocks (factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part 1 of 1979 for super structure up to floor two level with thickness 15cmin CM 1:6 ( 1 cement: 6 coarse sand) etc complete

OD286249/2024-2025- Plastering with cement mortar (1:4 ) on brick work in sub-structure as per Technical Specifications

OD286256/2024-2025- Removal of existing gate and refixing after the construction of compound wall

2.4.4.C- 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 Dismantling Stone Masonry - Rubble Stone Masonry in mud mortar.

12.4-Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.

OD286340/2024-2025-CEMENT CONCRETE 1:4:8 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering up to plinth level

OD286398/2024-2025- Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:6 for superstructure complete as per drawing and Technical Specifications

OD286455/2024-2025- Dry rubble masonry with hard stone for super structure including cost of through stone and bond stone

OD286470/2024-2025- Centering and shuttering including strutting, propping etc and removal of form work for retaining walls, return walls( any thickness) including attached pilasters, buttresses, plinth and string course s fillets, kerbs and steps etc( details of cost for 7.9m long and 1m high wall area of contact 2x7.9x1 15.8sqm. Materials assuming shuttering materials will be unserviceable after use of 40 times adding formaintenance @ 10 of cost taking salvage value after full use of material @ 25 of cost

12.40- Supply, Fitting and Placing un- coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications

12.8.1.C.1-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer

OD96028/2025-2026- Painting with arylic smooth exterior paint of required shade new work ( Two coat applied at 1.67ltr/10sqm and including priming coat of exterior primer applied @2.2kg/10sqm)

OD286707/2024-2025- Weep holes providing using 110mm pvc pipe working pressure 6kg/sqcm including cost of materials, c conveyance, labour charges etc complete

OD286717/2024-2025- Pointing on stone work with cement mortar 1:3( flush pointing)

OD286764/2024-2025- Filling available excavated earth( excluding rock) in trenches,plinth,sides cof of foundation etc in layers not exeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50m and lift up to 1.5m

OD286817/2024-2025- Cement plastering with 1:4 ,12mm thick

15.1.A- Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing andTechnical specification. Boulder Laid Dry Without Wire Crates.

12.8.1.C-Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications RCC Grade M20 - Using Concrete Mixer - (Without formwork)

OD286896/2024-2025-Departmental Random Rubble Stone masonry (coursed/uncoursed) work in cement mortar 1:6 for for foundation complete as per drawing and Technical Specifications

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 4,18,90,617.20/- (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.

SREEDHANYA CONSTRUCTION COMPANY (BID ID -2334192)