TN No.16 2025-26 SDO Dated.03.02.2026

Dismantling the existing RCC box culvert and dispose the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1 km as per specification and as per directions of Departmental officers

Dismantling the existing RCC Structure and dispose the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1 km as per specification and as per directions of Departmental officers for Dismantling the RCC

Dismantling the existing and fell down Stone Masonry structures such as Retaining wall, revetment, pitching and disposing the demolished material including all other incidental charges etc, with a lift upto 3m and lead upto 1km as per specification and as per directions of Departmental officers

Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with all leads and lifts as per SS 20B, including cost of all labour,equipments and all other incidential charges backfilling, and clearing the sits and disposal of all surplus materials etc, complete as per section 300 of MORT&H specification (V Revision) for FOUNDATION OF ABUTMENTS and PIERS Retaining wall (considering average Ground Level) For Main work Depth upto 2.00m

Retaining wall

Drain Cum Foot Path

Centre Median

2m - 3m Depth For Main work

3m - 4m Depth For Main work

Earthwork excavation in Soft Disintegrated Rock not requiring blasting and depositing on bank with all leads and lifts , including cost of all labour, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification UNDER ABUTMENTS AND PIERS FOR FOUNDATION Upto 2m depth for Main work

2m - 3m Depth For Main work

3m - 4m Depth For Main work

Earthwork excavation in all classes of ORDINARY SOIL except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF BOX CULVERT as per section 300 of MoRT&H specification (V Revision)

Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for FOUNDATION OF PYLON.

Vibrated Cement Concrete of Grade M-15, (Nominal Mix) using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying, compacting and curing concrete, Tools and Plants and incidental charges etc; complete as per section 1100 MORT&H specification (V Revision) for LEVELING COURSE BELOW FOUNDATION UNDER ABUTMENT PIERS AND PIERS for Main work

Retaining wall

Box Culvert

Reinforced Earth wall

Pylon

Drain Cum Foot Path

Centre Median

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTING OF ABUTMENT AND RETURNS for Main work

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges , etc.,complete as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for FOOTING UNDER PIERS for Main work

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges , etc. , complete as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for ABUTMENT AND RETURN SUBSTRUCTURE BELOW GROUND LEVEL for Main work

Vibrated reinforced cement concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges , etc. , complete as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for ABUTMENT AND RETURN SUBSTRUCTURE ABOVE GROUND LEVEL for Main work

Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete for as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for BED BLOCK CUM DIRT WALL for Main work

Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for PIERS - 2100mm dia. (Below Ground Level) for Main work

Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for PIERS - 2100mm dia. (Above Ground Level) for Main work

Vibrated reinforced CementConcrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork labour charges for mixing transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc.,complete as per section 1500, 1700 & 2200 of MoRT&H specification (V Revision) for CAPPING BEAM OVER PIERS for Main work

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS graded metal, including cost and conveyance of all materials to site, formwork and cost of cement at site, but excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete for PEDESTAL AND REACTION BLOCK OVER BED BLOCKS & CAPPING BEAMS as per section 1500, 1700 & 2200 of MORT&H specification (V Revision) and ad per Cl. 218.9 of IRC:6-2017, Cl.6.4.3(v) and Cl. 8.5.3.1 of IRC: SP: 114-2018.for Main work

Supply and fixing of Elastomeric bearing of size 71 x 63 x 14.3 cm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per section 2000 of MoRT&H specification (V Revision) and IRC:83-2015(Part-II).for Main work

Providing and fixing of ELASTOMERIC PAD FOR SEISMIC ARRESTOR as shown in drawing including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges etc., complete as per Section 2000 of MoRT&(H) Specifications (V Revision) and IRC:83-2015 (Part-II) for Main work

Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for T-BEAMS and CROSS BEAMS as per section 1500,1700 & 2300 of MoRT&H specification (V Revision) for Main work

Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per sec 1500,1700 & 2300 of MoRT&H specification (V Revision) for DECK SLAB for Main work

Vibrated reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site,but excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and Plants, including all other incidental charges, etc., complete as per sec 811, 1700 & 2703.3 of MoRT&H specification (V Revision) for CRASH BARRIER for Main work

Retaining wall

Reinforced Earth wall

Providing and fixing of G.I. Drainage spouts 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,. complete as per cl 2705 of MoRT&H specification (V Revision) for Main work

Supplying and installation of STRIP SEAL EXPANSION joint system of 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects as per section 2600 of MoRT&H specification (V Revision) for Main work

Compacted Plain Cement Concrete of grade M15 (Nominal mix 1:2:4) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all labour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, as per cl 1500, 1700 & 2704 of MoRT&H specification (V Revision) for BASE COURSE BELOW APPROACH SLAB for Main work

Vibrated reinforced cement concrete of grade M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work,labour charges mixing,transporting,laying,curing concrete, working at heights,hire charges for tools and plants including all other incidental charges etc., complete as per cl 1500, 1700 & 2704 of MoRT&H specification (V Revision) for APPROACH SLAB for Main Work

Vibrated Cement Concrete of grade M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to Section 2702.2 of MORT&(H) 2013, using ISS HBG graded metal, including cost and conveyance of all materials to work site including cement at site,including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for potable water, including all other incidental charges formwork, etc, complete for as per cl 2702.2 of MoRT&H specification (V Revision) for WEARING COAT OVER DECK SLAB AND APPROACH SLAB for Main work

Providing and fixing Seepage pipes of 100mm dia of requied lengths for abutments and wings including cost and conveyance of all materials to work site and for labour charges for fixing, etc.,to drain of the backfill as per section 2706 of MoRT&H specification (V Revision) for Main work

Retaining wall

Providing Filter media behind the abutments and wings for 600mm thickness using filter materials well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc. complete.as per CI. 710.1.4 and appendix -6 of IRC : 78-2014 for Main work

Filling behind Abutments and returns with clean gritty free drainig gravel including cost and draining gravel having PHI value more than 35 conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete as per CI. 710.1.4 and appendix -6 of IRC : 78-2014 for Main work

Filling behind the KERB WALLS, MEDIANS & ISLANDS with berms with the Disposal quantity including cost and conveyance to site including labour charges for filling in layers, watering, tamping under optimum moisture contents to get the maximum density all incidental charges etc., complete

Supply and fabrication of Fe-500 (HYSD) steel required in the schedule including cost of steel at site cost of providing and cost of fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings,including cost of binding wire(Galvanised-18 G), provision of spacer bars, cover blocks and all other incidental charges etc,complete,as per section 1600 of MoRT&H specification ( V revision) for Main work

Retaining wall

Box Culvert

Reinforced Earth wall

Drain

Pylon

Supply and fabrication of S-240 steel required in the schedule including cost of steel at site cost of providing and cost of fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and placing the reinforcement in position as specified in the drawings,including cost of binding wire(Galvanised-18 G), provision of spacer bars, cover blocks and all other incidental charges etc,complete,as per section 1600 of MoRT&H specification ( V revision) for Main work

Vibrated Reinforced Cement Concrete of grade M 30(Design mix) using 20mm ISS graded metal including cost and conveyances of all materials to site and also including cost of formwork, softwater, labour charges for Mixing transporting laying anf curing concrete, working at depth and hier charges forTools and plants including all other incidental charges, etc complete, for FOOTING OF RETAINING WALL for Retaining wall

Vibrated Reinforced Cement Concrete of grade M 30 (Design mix) using 20mm ISS graded metal including cost and conveyances of all materials to site and also including cost of formwork, softwater, labour charges for Mixing transporting laying anf curing concrete, working at depth and hier charges forTools and plants including all other incidental charges, etc complete, for RETAINING WALL (BELOW GROUND LEVEL)

Vibrated Reinforced Cement Concrete M30 (Design mix) using 20mm ISS graded metal including cost and conveyances of all materials to site and also including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working at heights and hire charges for Tools and Plants including all other incidental charges, etc complete, for RETAINING WALL (ABOVE GROUND LEVEL)

Construction of RE Walls including design, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick) in M35 grade concrete including the cost of cement and aggregates at site, cost of steel, preparation of panel, storage, testing of the panel and other materials in RE wall, carry out the necessary soil investigation, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, inculding all material and labour charges and incliding all the charges etc., for RE Wall as per Cl. 3101 to 3106 and annex to section 3100 of MoRT&H specification - 5th Revision.

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.

Vibrated cement concrete M20 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Parapet wall for Box culvert.

Providing Approach and Service road Picking the existing BT surface up to 50mm deep including all labour and hire charges for picking tools and plants and all other incidental charges etc., complete as per standard specification for Approach Road

Earthwork Excavation with Box cutting including removal and satisfactory disposal of all materials necessary for the construction of road way in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Service Road.

Approach Road

Forming the embankment using carted earth having soaked CBR value not less than required including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MoRT&H Specifications for Approach road

Service Road

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base of Grade V including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MoRT&H Rev-5 for Service road

Approach Road

Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base of Grade III including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 401 of MoRT&H Rev-5 for Approach road

Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratoryroller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MoRT&H Rev-5 for APPROACH Road

Service Road

Providing and laying Prime Coat over WBM/ WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MoRT&H Rev-5 For APPROACH road

Service Road

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MoRT&H Rev-5 For APPROACH road

Service Road

Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MoRT&H Rev-5 For APPROACH road

Providing and laying tack coat over Concrete surface using 3.0 Kg of Emulsion Bitumen (RS1) per 10 Sq.m area for preparatory to another bituminous construction over it, including cost of material, labour charges rental for machinery, fuel and all other incidental charges etc, complete as per Cl.502 of MORTH Rev-5 For Service road

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.5013.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30/VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MoRT&H Rev-5 for APPROACH road

Service Road

Providing and laying 110mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0..25cum of 13.20 -2.36 mm and 0.23 cum of 2.36mm & below and with 53.20Kgs of VG40 bitumen for premixing per 10 sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot mix plant 20 -30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm with paver to the specified grade sand cross sections and compacted by Vibratory / Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher /9mpaverfinisher, Vibratory / Pneumatic rollers and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 505 MoRT&H Rev-5 (Grade II) for APPROACH road

Providing, laying of 40mm thick Bituminous Concrete using 0.13 cum of 19.009.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MoRT&H rev-5 for APPROACH road

Providing, laying of 30mm thick Bituminous Concrete using 0.13 cum of 19.009.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MoRT&H rev-5 for APPROACH road

Service Road

Vibrated reinforcement cement concrete of grade M25 Nominal mix 1:1.5:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including from work and centering, using soft water labour charges for mixing, transporting and placing in position, compacting, finishing and curing working at depths, hire charges for tools and plants incidental charges, etc., complete as per standard specifications for RAFT SLAB OF DRAIN

Vibrated reinforcement cement concrete of grade M25 Nonimal mix 1:1.5:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including from work and centering, using soft water labour charges for mixing, transporting and placing in position, compacting, finishing and curing working at depths, hire charges for tools and plants incidental charges, etc., complete as per standard specifications for BODY WALLS OF DRAIN CUM FOOTPATH

Supplying and fixing of fiber reinforced concrete Manholes cover 60 x 60cm with frame as per IRC :50 - 1999 and as directed by the departmental officers at every 5m intervals along the drain cover slab. For storm water drain portion.

Vibrated Reinforced Cement Concrete M25 (Design mix) using 20 mm ISS HBG graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrication of steel but form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for Cover Slab of Drain.

Supply and fixing of PVC pipe of 100 mm dia for drainage hole in the cover slab of drain including cutting and fixing in zig zag position during concreting as per direction of Departmental officers for Drain.

Earthwork excavation in all classes of soil except soft disintegrated rock and medium rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling our water, providing and maintaining necessary cofferdams, sheeting, shoring bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for of collection chamber - Deck Drainage and Rain water Harvesting

Fixing of best quality ISI pvc pipes class-A 4 kg of 160 mm dia including necessary special such as elbow,tee etc,.including cutting,threading,jointing for providing bends at end and tee in the middle,including c,labour charges for fixing in position vertically in trestle portion and all other incidental charges etc complete as per IS 4985

Filling with 40mm size ISS HBG metal complying with standard specification including cost and conveyance of all materials and including labour charges for laying handling and filling in layers of not more than 500mm thick complete for rain water harvesting well foundation - Deck Drainage and Rain water Harvesting

Filling with 20mm size ISS HBG metal complying with standard specification including cost and conveyance of all materials and including labour charges for laying handling and filling in layers of not more than 500mm thick complete for rain water harvesting well foundation - Deck Drainage and Rain water Harvesting

Filling with 12 mm size ISS HBG metal complying with standard specification including cost and conveyance of all materials and including labour charges for laying handling and filling in layers of not more than 500mm thick complete for rain water harvesting well foundation - Deck Drainage and Rain water Harvesting

Filling with 6 mm size ISS HBG metal complying with standard specification including cost and conveyance of all materials and including labour charges for laying handling and filling in layers of not more than 500mm thick complete for rain water harvesting well foundation - Deck Drainage and Rain water Harvesting

Filling with M sand including cost and conveyance of all materials and including stacking at site to departmental gauge for pre measurements, labour charges for laying, handling and filling in layers not more than 15 cm thick including watering with all leads for good soft waer and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum density for the pit and rain water harvesting well - Deck Drainage and Rain water Harvesting

Filling the foundation with M sand including cost and conveyance of sand to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the foundation for PYLON

Vibrated Cement concrete M25 (Design mix) using 20mm ISS metal including cost and conveyance of allmaterials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidential charges etc., complete as per relevant standard specification, for Footing of Pylon (Below G.L)

Brick work in Cement Mortar 1:5 using best quality of II Class Ground Moulded Chamber Burnt Brick of size 9" x 43/8" x 23/4"for foundation and basement including curing, etc., complete complying with standard specifiction for Pylon

Vibrated Cement concrete M25 (Design mix) using 20mm ISS metal including cost and conveyance of allmaterials to site and cost of cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and plants and incidential charges etc., complete as per relevant standard specification, for Pylon ( Above G.L)

Providing Varagapoochu over the core wall sanavimnams/ Gopurams with cement mortar 1:3 complete including shaping the Muknapsthram, Mananagi, Kooau and all ornamental works to proper shape by embedding broken bricks snapea chiseled bricks, rough plastering with plastering with cement mortar 1:3 and finishing with final including cost and conveyance of all materials, labour therfore, lifting of materials, working at nights, curing with water etc., complete maintaining all extra foe scanolaing and maintaining clearing the debris from the Vimanams/ Gopurams of height upto 15m (excluding Kaikaram) shaping the vargans by embedding broken bricks / Snepea brick for PYLON

Plastering with CM 1:3, 12mm thick including cost and conveyance of all materials to site including cost of cement, including labour for mixing and laying and finishing to paint etc., complete including handling charges etc., complete as per standard specifications for PYLON

Painting with multicolour (Panchavarnam) good Enamel paint complete for Virananams / Gopurams including cost and conveyance of all materials, labour charges including Arust painter, working at heights, lifting of materials, cost of brushes and all other incidental charges etc., complete melding all extra for the folding in superfical areas for PYLON

Providing and fixing Tabular stones of size 0.75m x 1.00m x 20mm including cost and conveyance of all materials to work site, including engraving the names as specified by the departmental officers and labour chrarges for fixing and all other incidental charges etc., complete as per specifications for PYLON

Making TamilNadu symbol in circular Masonry 100 mm thick and 650mm dia with inscriptions and temples and other relief and writing in words the tamilnadu Government and its motto including cost of materials, special chemicals for quicksetting Artitic Mason charges, staging, thatched roofs for the work etc., complete on both sides.(as per quotation of artistic mason) for PYLON

Vibrated Cement Concrete M20 (NominalMix) using 20mm ISS HBG metal including Cost and Conveyance of all materials to site and cost of Cement at site including softwater, labour charges for mixing, transporting, laying compacting, curing concrete,Tools and Plants and incidental charges such as bailing out water,maintaining of protective bunds, cofferdams, shoring, struttingetc., complete as per relevant standard specification for LEVELLING COURSE CUM SAFTY KERB.

Filling under the trestle portion of ROB with excavated soil, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc, complete for filling under the trestle portion of ROB

Painting new iron work with two coats of best synthetic enamal paint of approved quality and colour and over one coat of primer using brushes including ordinary scrapping charges and neat finishing etc complete

Supplying and fixing the M S Grill of approved design including prime coat and two coats of synthetic enamel paint etc., complete.

Providing Barrier Type Kerb for Median /Island using Vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from appoved quarry including cost and conveyance of all Matrials to work site, incuding hire and fuel charges of all the Machineries employed for this work, including all labour charges for mixing, laying,curing, painting, incuding all other incidental charges etc., complete as per drawing and standard specification.

Painting two coats with ready mixed plastic emulsion paint and approved including priming coat over the cement surface complete including scrapping clean removal of drit of parts and for zebra marking including Scaffolding Charges

Stucco plastering 12mm thick using blue granits chips of size 6mm and below a base course plastering with cm 1:5 12mm thick including cost and conveyance of all materials to site , including cement and handling charges for the same and all labour charges for mixing , laying , curing with all leads for soft water and hire and fuel charges for all tools and plants required and all other incidental charges etc.,comple for standard specification

Disposal of excavated earth by transfer with a lead of 5 km away from worksite as directed by the departmental officers for disposal as per Standard specifications and all other incidental charges etc., Complete.

Providing Road Furniture Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads 250 gm per sqm area 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 etc complete as per MOTR&H specification No.803. The colour of the compound shall be white or yellow (IS colour No, 356) as specified in the drawings or as directed by the Engineer and MoRTH Specifications Clause 803

Providing and fixing reflective road studs of 'category B' Raised pavement marker made out of ploy carbonate/ABS moulede body and reflective panels(bi-convex reflectors) with micro prismatic lens capable of providing total face with internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. he reflective raised pavement markers shall also conforim to the MORTH circular No RW/NH.33023/10/97-DO.III dt 11.06.97 and the length , height and width of the body shall not be less than 100mm,15mm and 90mm and base of marker shall be flat within 1.3mm. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. Lenses shall be moulded of Polycarbonate or methyl methecrylate conforming o ASTM D788. The area of each retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than value specified in table 2 of said MoR&H circular and two cylindrical polumer shanks of not less than 20mm diameer and not less than 30mm length shall be provided for better anchorage.

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with MlS grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012 . (asper MORT&H Specification No.801) 90cm Octogon

90cm Equilateral Triangle

60cm circular

Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2012 and ASTM D 4956 -09, specification and fixed over 2mm thickAluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2012. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (as per MORT&H Specification No.801) Rate per sqm (for sign having area upto 0.9 sqm) Type IV

Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI specifications as per ASTM D 4956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification. Rigid Median Marker

HAZARD MARKER BOARD: Providing and fixing of retro – reflectorised Hazard Marker Traffic Sign made out of High intensity Prismatic Grade sheeting conforming to Type IV standards of IRC 67:2012 and ASTM D 4956,-09, specification and fixed over 2mm thick aluminum sheet fixed over back supporting frame of 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle post 75x75x6mm and 0.6m below ground level. the sign post should be painted as per IRC 67:2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60cm size including cost and conveyance of all materials, equipment,machinery and labour with all leads and lifts,loading charges necessary for satisfactory completion of the work as directed by the engineer in charge.High intensity retro reflection as per Table 6.6 of IRC 67-2012. the retro-reflective sheeting shall be covered under 7 year warranty issued for field performance and certified copy of three years outdoor esposure report shall be obtained as per IRC 67:2012 (As per MORT&H specification No.801) 30cm x 90cm Rectangular sign board

Proving and fixing Solar powered Traffic Blinkers of 30cm dia with Polycarbonate Dome 5mm Red of Led 150 Nos. iri each Red Blinkers Light - 1 No. with Red / White / Blue Led Blinkers Delineator Solar Panel : 12v 50w Solar Panel — 1 No. 12v 18 AH Battery -1 No. with Box, Solar Circuit Controller Board Box. Straight Pole : MS Unit RM Basic Rate approved for the year 2025-2026 (w.e.f. 22.07.2025) 58395.00 Each Pole 3” dia 2.5mm thick 18 Feet height pole (1 No.) with 2 Feet under ground pole foundation, pole painting including transportation charges, installation charges etc., complete as per standard specification.

Providing and fixing of Digitally Printed Retro Reflectorized Overhead Cantilever Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67 - 2022 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC 67 – 2022. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2022 (As per MoRT&H specification No.801).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.

Providing and fixing of Digitally Printed Retro Reflectorized Overhead Informatory sign Board of Size 5.00m x 1.80m made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67 - 2022 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC 67 – 2022. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2022 (As per MoRT&H specification No.801).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.

Sub Total Amount for above all items

GST 18% for the above Sub Total Amount

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