TN No 06/2025-26/HDO/NH/Dt. 27.06.2025

Amount

Earthworkexcavation in all classes of soils, except rock not requiring blasting and depositing on bank,with all leads and lifts as per SS20B, including all other incidental charges such as bailing out water,shoring, strutting, walling & forming protectivebunds wherevernecessary, etc., complete, as per relevant standard specifation, for DRESSING THE BED UPTO SILL LEVEL RL(+)95.800 (for bridge ventway portion only).

Earthwork excavation in all classes of soil 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 outwater,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 bottomof excavation, backfilling and clearing up the site and the disposal of all surplus material etc., complete as per relevant standard specification for FOUNDATION-FOOTING OF ABUTMENTS,RETURNS AND PIERS, as per section 300 of MORT&H Specifications (FifthRevision)( including 600mm from the face of footing as per Cl. 4.2.5.1 of IS: 1200 (Part 1) - 1992).

Compacted Cement Concrete of Grade M15 ( Nominal Mix) using 40mm ISS size HBG graded 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 and curing concrete , working at depths , tools and plants, and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for LEVELLING COURSE UNDER FOOTINGS as per section 2100 of MoRT &(H) specifications ( Fifth Revision).

Vibrated cement concrete of grade M25 (Design mix ) using 40mm 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 specification for FOOTING OF ABUTMENTS, RETURNS & PIERS as per section 1500, 1700 & 2100 of MORT&(H) Specifications Vth Revision .

Vibrated cement concrete of grade M25 (Design mix ) using 40mm ISS size 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 including all other incidental charges etc., complete as per relevant standard specification for SUBSTRUCTURE OF ABUTMENTS, RETURNS & PIERS as per section 1500, 1700 & 2100 of MORT&(H) Specifications Vth Revision .

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site, including cost of form work, soft water, labour charges for mixing, transporting, lating and curing concrete , working at heights, tools and plants, including all incidental charges etc., complete as per relevant standard specificationsfor BED BLOCK cum DIRT WALL OVER ABUTMENTS & PIERS as per section 1500, 1600, 1700, 2200 of MORT&(H) Specifications Vth Revision.

Providing weep holes with Class I PVCpipes of100mm dia. of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi spherical back fill arrangements with100mm size broken granite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill in the ABUTMENTS AND RETURNS.

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc., complete.

Vibrated Reinforced Cement Concrete of grade M30 (Design Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site, including cost of cement at site, including cost of form work, soft water, labour charges for mixing, transporting, lating and curing concrete , working at heights, tools and plants, including all incidental charges etc., complete as per relevant standard specifications for DECK SLAB, KERB & FOOTPATH as per MORT&H Vth Revision 1500, 1700, 2300 of MoRT&(H) Specifications ( V revision).

Vibrated Reinforced cement concrete of M30 (Design mix) using 20mm ISS size HBG graded metal as the max. size of coarse aggregate including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for tools and plants including all other incidental charges etc., complete for Hand Rails and Posts as per section 2703 of MoRT&(H) Specifications ( V revision).

Vibrated Reinforced Cement Concrete M40, (DesignMix), using 20mm ISS size HBG graded metal including cost andconveyance of all materials tosite including cement at site but excluding cost and fabricationof steel, inluding labour charges formixing,transporting, laying, and curing concrete,working at heights, hire charges for tools and plants,including all other incidental chargesetc.,,complete for RCC INNER CRASH BARRIERS OVER DECK SLAB AND RETURNWALL as per section 811,1700&2703.3 of MoRT&(H) Specifications (Fifth Revision)

Providing and fixing of G.I.drainage spouts 100mm dia as per Go TN drawing SQ-701 with grating arrangements at top as shown in the drawing using 12mmx25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deckslab as shown in the drawing including cost and conveyance of galvinsed iron pipes and flats and fixing them in position etc,complete as per section 2705 of MoRT&(H) Specifications (Fifth Revision).

Compacted Cement Concrete M15grade, (NominalMix), using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing,transporting, laying, and curing concrete working in height sand hire charges for tools and plants, and all other incidental charges etc complete a per relevantspecification for BASECOURSE BELOW APPROACH SLAB and FOOTPATHRAMP as persection1500,1700&2704 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete of grade M30(Designmix) using 20mm ISS size 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 costof formwork,labour charges mixing, transporting, laying, curing concrete,potablewater,working at heights, hire charges for tools and plants including all other incidental chargesetc., complete for FOOTPATH RAMP in approach portion as perSections1500&1700of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete M30(DesignMix) using 20mm ISS size HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding costand fabrication of steel including cost of formwork,labour charges mixing, transporting, laying, curing concrete, potable water,working at heights,hire charges for tools and plants including all other incidental charges etc., for APPROACH SLAB as per section1500,1700&2704ofMoRT&(H)Specifications (Fifth Revision).

Vibrated Cement Concrete M30 (Designmix) 75mm uniform thick with surface reinforcement using 20mm,12mm,6mmISS HBG graded metal, including cost and conveyance of all materials to work site,cost of cement at site,but excluding cost and fabrication of steel but including formwork, labour charges for mixing, laying,curing concrete,hire charges for tools and plants, including all leads for softwater,and all other incidental charges, cost of premoulded expansion joints and fixing the same in position etc, complete forWEARING COAT over DECK SLAB and APPROACH SLAB as per cl 2702.2 of MORT&H specification (V Revision)

Providing and fixing EXPANSION JOINT of 20mm thickness, with approved type of PVC water stopper of 300mm width in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including joint filler and sealant etc, complete.

Providing filter media behind the abutments and return for 600mm thickness using filler material well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other hire charges for tools and plants employed and all other incidental charges etc., complete. as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014.

FILLING BEHIND ABUTMENTS AND RETURNS with clean gritty free draining gravel with an angle of internal friction(PHIvalue)morethan35°, including costand conveyance of gravel to worksite, laying, handling chargesand filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges,etc.,complete as per cl 710.1.4 & Appendix 6 of IRC:78-2014andcl. 305 of MoRT&(H)Specifications (Fifth Revision).

Supply and fabrication of Fe-500 steel required for all RCC items required for all RCC items of works involved in the schedule including cost of steel at site, 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, provision of spacer bars,cover blocks and all other incidental charges etc,complete as per section Section 1009.3, 1600 of MoRT&(H) Specifications (Fifth Revision).

Supply and fabrication of Mild steel Grade-I required for all RCC items of works involved in the schedule including cost of steel at site, 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, provision of spacer bars, cover blocks and all other incidental charges etc,complete as per section Section 1009.3, 1600 of MoRT&(H) Specifications (Fifth Revision).

Providing and fixing PVC Duct pipes of 150 mm dia for required lengths for providing inside the footpath for service utility purpose including cost and conveyance of all materials to worksite,cost and labour charges for fixing etc., complete to provide utility ducts - 1 No.

Diversion Road Dismantling the existing Plain Cement Concrete Structure and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112 & 202.

Dismantling the apron and removal and disposing of resulting materials and back filling the resulting trenches and pits etc. or as directed by the departmental officer including all labour and incidental charges etc., complete. as per MORT&H Vth Revision 111, 112 & 202.

Formation of diversion road using borrowpits, including cost and conveyance of carted earth 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 .Formation of diversion road using borrowpits, including cost and conveyance of carted earth to worksite,all other incidental charges etc, complete .

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method (Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 ) - for grading- V Material.

Wet Mix Macadam (Table 400-13) (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, Complete as per clause 406).

Prime coat - Providing and applying Prime coat with bitumen emulsion (SS-I type) using emulsion pressure distributor at the rate of 7 kg per 10 sqm on the prepared granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces.

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 2.5 kg per 10 sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 - over granular surfaces treated with primer.

Providing and laying Premix Carpet with Seal Coat Type-A to 20mm thick using 0.18cum of 13.20mm, 0.09cumof11.20mm and 0.09 cum of 6.70 mm with 24.40 kgs 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 the min 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 50mm with mechanical paver to the specified grades and cross sections andconsolidated by8-10 tonne Vibratory/PneumaticRoller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks,Paver Finisher,Vibratory roller and all other tools and plant required, including fuel and all other incidental charge setc.,complete as per specification using CMP as per MORTH Rev-.

Supply of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete

Hoisting and Fixing of 1000 mm dia. NP 3 pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete

Approach Road Earthwork excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of deleterious matter and obstruction, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per MORTH Specification No. 111, 112,301, 305 & 900. For embankment / subgrade using carted erth having 8 CBR, with.5 Km lead & 95% compaction.

Earthwork excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of deleterious matter and obstruction, trimming of bottom of excavation backfilling, clearing up the site and disposal of all surplus materials etc., complete as per MORTH Specification No. 111, 112,301, 305 & 900. For embankment / subgrade using carted erth having 8 CBR, with 5 Km lead & 97% compaction.

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material No. 111, 401 & 900.

Wet Mix Macadam (Table 400-13) 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, Complete as per clause 111, 112,406 & 900 of MORTH Specification.

Vibrated Cement Concrete M15 grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing and all incidental charges etc., complete for Levelling Coarse of berms of bridge portion.

Prime coat: Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 7 kg/ 10 sqm using mechanical means as per clause 111, 112, 501,502 & 900 of MORTH Specification over WMM Surface.

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 2.5 kg per 10 sqm on the prepared bituminous /granular surface cleaned with mechanical broom as per clause 111, 112, 501,503 & 900 of MORTH Specification- over granular surfaces treated with primer.

Tack coat - Providing and applying tack coat with bitumen emulsion (SS-I type) using emulsion pressure distributor at the rate of 2 kg per 10 sqm on the prepared bituminous /granular surface cleaned with mechanical broom as per clause 111, 112, 501,503 & 900 of MORTH Specification- over existing bituminous surface.

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.111, 112, 505 & 900 of MoRTH specification - Grading II.

Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 40) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction, as per clause No.111, 112, 505 & 900 of MoRTH specification - Grading II.

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 111, 112, 507 & 900 of MORTH Specification complete in all respects - Grading II.

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300-2 of MORT & specification. ( berms)

RCC Retaining wall along the stream line Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, lncIuding cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal,removaI of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilIing, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, for FOR FOUNDATION as per section 300 of MORT&H Specifications(V Revision).

Vibrated Cement Concrete M15 grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, and cost of cement at site, including cost of form work, soft water, labour charges for mixing, transporting, laying and curing concrete , soft water, tools & plants and incidental charges etc., complete as per relevant stndard sprcification complete Levelling Course of Retaining wall.

Vibrated Reinforced Cement Concrete M25 grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, and cement at site, including labour charges for mixing, transporting, laying and curing concrete , working at heights, hire charges for tools & plants, including all other incidental charges complete for Foundation of Retaining wall .

Vibrated Reinforced Cement Concrete M25 grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, and cement at site, including labour charges for mixing, transporting, laying and curing concrete , working at heights, hire charges for tools & plants, including all other incidental charges complete for Stem of Retaining wall ( below sill )

Vibrated Reinforced Cement Concrete M25 grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, and cement at site, including labour charges for mixing, transporting, laying and curing concrete , working at heights, hire charges for tools & plants, including all other incidental charges complete for Stem of Retaining wall ( above sill )

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication lablour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary and providing to the reinforcement placing the reinforCement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc. complete.

Providing and fixing 100 mm dia PVC SEEPAGE PIPES of required length for abument and wing. Retaining wall including cost and conveyance of all materials to work site, cost and labour for semisperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications as per MORTH Specification.

Vibrated Cement concrete 1:2:4 mix using 40mm ISS size metal including cost and conveyance of all materials to site including cement which will be supplied by the contractor and labour charges for mixing, laying watering compacting, curing cost of form work and all other incidental charges etc. complete for PCC PARAPET.

PCC Retaining wall Veeracholan Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, lncIuding cost of all labour, equipmentsand all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal,removaI of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilIing, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, for FOR FOUNDATION as per section 300 of MORT&H Specifications(V Revision).

Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for BODY WALL (BELOW SILL) as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for BODY WALL (ABOVE SILL) as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete M15 (Nominal mix 1:2:4) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for CC PARAPET as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Providing and fixing PVC seepage pipes of 100 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain the backfill as per section 2706 of MORT&H Specifications (V Revision).

PCC Retaining wall Narikudi Approach side (LHS) Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, lncIuding cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal,removaI of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilIing, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, for FOR FOUNDATION as per section 300 of MORT&H Specifications(V Revision).

Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for BODY WALL (BELOW SILL) as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for BODY WALL (ABOVE SILL) as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete M15 (Nominal mix 1:2:4) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for CC PARAPET as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Providing and fixing PVC seepage pipes of 100 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain the backfill as per section 2706 of MORT&H Specifications (V Revision).

PCC Retaining wall and toe wall along branch road of Narikudi side and Narikudi approach road side (RHS) Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, lncIuding cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal,removaI of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilIing, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, for FOR FOUNDATION as per section 300 of MORT&H Specifications(V Revision).

Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for BODY WALL (BELOW SILL) as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete M20 (Nominal mix 1:1.5:3) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for BODY WALL (ABOVE SILL) as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Vibrated Cement Concrete M15 (Nominal mix 1:2:4) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for CC PARAPET as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Providing and fixing PVC seepage pipes of 100 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain the backfill as per section 2706 of MORT&H Specifications (V Revision).

Drain Earth work excavating and depositing on bank with initial lead of 10m and initial lift of 2m in sand, silt or other loose soil, wet sand or silt not under water, light black cotton soil, sandy loam and ordinary soil including excavated earth (SS 20B) for drain

Vibrated cement concrete M10 grade Nominal Mix 1:3:6 usnig 40 mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for Levelling course.

Vibrated Reinforced cement concrete M25 grade usnig 20 mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing, transporting, laying, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for Bed, Side wall, Cover Slab of Drain.

Supply and fabrication of Fe – 500 steel with high strength corrosion resistant rebar (TMT Her Grade M) required for all RCC items of works involved in the schedule cost of steel at site 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, provision of spacer bars, cover blocks and all other incidental charges etc. complete.

Supply and Fixing Reinforced Cement Concrete Man Hole Cover 750mm x 750mm with Frames as directed by the Departmental officrs including labour charges for fixing at every intervals along the drain including all other incidential charges etc.., complted size of Manhole 750 mm X 750 mm

Provinding and fixing 100 mm dia PVC pipes of requires length for side wall including frating arrangements including cost and convvenyence of all materials to works and labour charges for fixings (5m interval)

Road Furniture Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising Unit RM Basic Rate approved for the year 2024-2025 (w.e.f.15.07.2024) 6500.00 glass beads @ 250 gms 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 MoRT&H specification No.803

Providing and fixing reflective road studs of ‘category A’ Raised pavement markers made out of poly carbonate / methyl methercrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW / NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer’s recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete.

Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic 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 thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm 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) 30cm x 90cm rectangular (

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 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 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 more than 0.9 sqm) Type-IV

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 25mm x 25mmx3mm 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) 90 cm equilateral triangle

Triangular Board

Circular Board

Octagon Board

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MoRT&H specification No. 806)

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 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.

Proving and fixing of Rigid median Marker Double sided made of poly carbonate for impact resistance and good weather ability.Poly carbonate used for molding the median marker shall have a mimimum ( Zod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate stud 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 isoscelos trapezoidal structure of length 15 cm height and width of 10 x 10cm. The median marker shalll have fluorescent yellow retro- reflective sheeting confirmimg to Type XI specifications as per ASTM D 4956. Area of reflective sheeting should not be less than70 sqcm. 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 mediam marker for distinct identification. charges etc., complete as per standard specification

Providing and erecting Single sided Single Guard Metal Beam Crash Barrier System (Type - A, “W” Single Guard) 1.80 m high, comprising of 3 mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550 gms/ sqm, minimum 700 mm above road/ ground level fixed on ISMC series channel vertical post 150 x 75 x 5 mm spaced 2 m center to center 312 mm x 83 mm flange width x 3 mm thick, 4318 mm long post directly embedded in the concrete (M 15) pit size 350 x 350 x 800 mm for a depth of 1100 mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification of IRC 119 2015 and as directed by the Engineer-in-charge

Painting Painting two coats with ready mixed Plastic emulsion paint of first class quality of approved colour over priming coat, with alternative strips of white/ yellow or Block colour, including thorough scraping, clean removal of dirt etc,. complete and including necessary plaster of Paris putty wherever required for 10 sq.m Including cost and conveyance of all materials to site, complete for crashbarrier inner,top surface,parapet over wings inner &top surface and cut parapets over retaining wall inner and top surface ect..

Sub Total Bid Price (in figures)

GST @ 18% of above all Schedules (in figures)

SUBASH BUILDERS (BID ID -3249159)