TN No 2 2023 24 SDO Dated 29 05 2023

Amount

Main Bridge

Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per section 300 of MORT & H specification (V Revision) FOUNDATION OF ABUTMENT, PIERS AND RETAINING WALLS (Considering average Ground level) upto 2m depth

Earth work excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per section 300 of MORT & H specification (V Revision) FOUNDATION OF ABUTMENT, PIERS AND RETAINING WALLS (Considering average Ground level) 2m - 3m depth

Plain Cement concrete - M10 ( Nominal mix ) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per section 1100 of MORT & H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALL, ABUTMENTS AND PIERS RESTING IN SOIL

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1100, 1500 & 1700 0f MORT & H specification (V Revision) for FOOTING OF ABUTMENTS AND RETURNS

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1100, 1500 & 1700 0f MORT & H specification (V Revision) for FOUNDATION OF PIERS

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1100, 1500 & 1700 0f MORT & H specification (V Revision) for FOUNDATION OF RETAINING WALL

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision) RETAINING WALL (below ground level)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision) RETAINING WALL (above ground level)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision) for SUB STRCTURE OF ABUTMENT and RETURNS (below ground level)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision) for SUBSTRUCTURE OF ABUTMENTS AND RETURNS (Above ground level)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision) for BED BLOCK CUM DIRT WALL OVER ABUTMENTS

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, 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 as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision) for COLUMN PIERS (Below Ground level)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, 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 as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision) for COLUMN PIERS (Above Ground level)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS graded metal including cost and conveyance of all materials and cost of cement to site but excluding cost and fabrication of steel but including soft water, 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, as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision) for CAPPING BEAM over Piers

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS graded metal, including cost and conveyance of all materials to site and cost of cement at site, 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 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 OVER PIERS AND ABUTMENTS as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision)

Supplying and fixing of Elastometric bearing as shown in the 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 1500, 1700 & 2200 0f MORT & H specification (V Revision)

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, soft water and 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 0f MORT & H specification (V Revision)

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20 mm ISS 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, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per section 1500, 1700 & 2300 0f MORT & H specification (V Revision) for Deck slab

Supplying and installation of 40 mm STRIP SEAL EXPANSION joint system conforming to spectifications for Road and Bridge Works V Revision published by Ministry of Surface Transport (Roads Wing) in the 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 labour, equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MORT & H specification V Revision

Vibrated Reinforced Cement Concrete M40 (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, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for CRASH BARRIER as per Cl 811, 1700 & 2703.3 of MORT & H specification (V Revision)

Vibrated Cement Concrete M15 using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all lablour 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 section 1500, 1700 & 2704 of MORT & H specification (V Revision) for BASE COURSE BELOW APPROACH SLAB

Vibrated reinforced CementConcrete M35 (Design mix) using 20 mm ISS 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 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 as per section 1500, 1700 & 2704 of MORT & H specification (V Revision) for APPROACH SLAB.

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)

Vibrated Cement Concrete M30 (Design mix) for uniform thickness of 75mm using 25mm, 12mm, 6mm ISS HBG 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 soft water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc, complete for WEARING COAT OVER DECK SLAB AND APPROACH SLAB as per Cl 2702.2 of MORT & H specification (V Revision)

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

Providing filter media behind Abutment and wings for 600 mm thickness using filter material confirmimg to clause 309.3.2.B of MORT & H well packed with smallersize towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges etc complete as per cl 710.1.4 and Appendix 6 of IRC 78- 2014

Filling behind Abutments and returns with clean good gritty free draining gravel including cost and draining gravel having PHI value more than 35 conveyance of gravel to site, laying, handling charges and filling in layers tamping under optium 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 and Appendix 6 of IRC 78- 2014

Supply and fabrication of Fe- 500 (HYSD) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour 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 as per cl 2706 of MORT & H specification (V Revision)

Supply and fabrication of Fe-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 lapping 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, as per cl 2706 of MORT & H specification (V Revision)

SUB WORK:PROVIDING APPROACH ROAD Earth work excavation in all classes of soils and depositing on bank with initial leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per section 300 of MORT & H specification (V Revision)

Forming embankment with carted earth 10 Km lead with a CBR value of 8 including cost and conveyance of earth to site, spreading the earth uniformally to the entire embankment formation in layers of not exceeding 500mm thick as directed by the department officers including compacting each layer to the required density in accordance with the IS 2720 partVII at 97% Proctor density upto sub gravel level and shoulders keeping the moisture content of earth at the time of compaction within the range of 1% above and 2% below the OMC determined and plasticity index value of not more than 20 and liquid limit not greater than 40 in accordance with the IS 2720 using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades, sections as directed by the departmental officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power roller etc., complete

Construction of Granular sub base by providing coarse graded materials of grading V 53mm to 9.50mm, 9.50mm to 2.36mm,& 2.36mm and below IRC size HGB metal mixing in mechanical mix plant at OMC carrying the mix to the 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 Rev - 5

Construction of Granular sub base by providing coarse graded materials of grading III 46.50 mm to 26.50mm, 26.50mm to 4.75mm & 4.75mm and below IRC size HGB metal mixing in mechanical mix plant at OMC carrying the mix to the 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 Rev - 5

Providing, laying, Spreading and compacting graded stone aggreagates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with Vibratory Roller to achieve 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 MORTH Rev - 5

Providing and laying Prime Coat over 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 MORTH Rev - 5

Proividing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Emulsion Bitumen (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 per Clause 503 of MORTH Rev - 5

Vibrated Cement concrete M15 using 20mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specification, for kerb wall

Plain Cement concrete M15 using 20mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specification, for Top cover of center median.

Providing and laying 75 mm consolidated thick Dense Bituminous Macadam using 0.24 cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20 kgs of VG 30/ VG 40 bitumen for premixing per 10 sqm including cost and conveyence 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 work site, spreading the mix to uniform thickness of 70mm with 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 charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher / 9m paver finisher, 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 of MORTH Rev-5

Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm & below and with 50.30 kgs of VG 30/ VG 40 bitumen for premixing per 10 sqm including cost and conveyence 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 / Pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher / 9m paver finisher, 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 507 of MORTH Rev-5

Providing filter media behind retaining walls for 600 mm thickness using filter material confirmimg to clause 309.3.2.B of MORT & H well packed with smallersize towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges etc complete as per cl 710.1.4 and Appendix 6 of IRC 78- 2014

Filling in between retaining wall in approach side with clean good gritty free draining gravel including cost and draining gravel having PHI value more than 35 conveyance of gravel to site, laying, handling charges and filling in layers tamping under optium 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 and Appendix 6 of IRC 78- 2014

SUB WORK:PROVIDING SERVICE ROAD Forming embankment using carted earth having a minimum CBR of 8% with an average lead of 15 km, including laying and spreading in layers of 250 mm loose thick each, sectioning, watering and compacting by Power roller to achieve the required density at 97% Proctor Density at optimum moisture content as determined in occurence with IS 2720(Part VII) for sub grade including finishing the surface to the required camber and longitudinal profile including all leads for water and hire & fuel charges for power roller , water sprinkler and all other incidental charges such as traffic barricading and providing danger lights etc, complete as per Clause 301 - 305 of MORT&H - V Revision for - Carted Earth for filling

Construction of Granular sub base by providing coarse graded materials of grading V 53mm to 9.50mm, 9.50mm to 2.36mm,& 2.36mm and below IRC size HGB metal mixing in mechanical mix plant at OMC carrying the mix to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MORT&H Rev - 5

Construction of Granular sub base by providing coarse graded materials of grading III 46.50mm to 26.50mm, 26.50mm to4.75 mm,& 4.75mm and below IRC size HGB metal mixing in mechanical mix plant at OMC carrying the mix to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MORT&H Rev - 5

Providing, laying, Spreading and compacting graded stone aggreagates to Wet Mix Macadam 250mm thick specification including premixing the materials with water at OMC in mechanical mix plant carriage of mixed material by tipper to site laying in uniform layers with pavers in Sub Base / Base course on well prepared surface and compacting with Vibratory Roller to achieve 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 MORTH Rev - 5

Proivding and laying Prime Coat over 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 MORTH Rev - 5

Proivding and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Emulsion Bitumen (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 per Clause 503 of MORTH Rev - 5

Providing and laying Dense Bituminous Macadam (DBM) 65mm thick Base Binder Course as per Job Mix Formula for overlay on existing pavements of compacted thickness as specified by the Engineer consisting of hard crushed aggregate of quality, size and grading as specified and of sufficient quanties to yield spcified compacted thickness with VG30 grade straight run bitumen by weight of the total mix and premixed in a central hot mix plant including screening, sorting and spreading with sel propelled mechanical paver consolidating with power and vibratory roller of 80 - 100 kn static weight and finishing to the required and cross alpw as shown on the drawing or as directed by the Engineer including obtaining and transporting all materials from approved quarry site other approved scources to work site with all lifta and leads by mechanical transport, dead load or any other mode of transportation, including labour, tools and plants equipments safety mesures, testing and incidental necessary to complete the work as per MOST Technical Specification Clause 504.

Providing and laying Bituminous Concrete to 30mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36mm & below and with 50.30 kgs of VG 30/ VG 40 bitumen for premixing per 10 sqm including cost and conveyence 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 / Pneumatic roller to the required density etc., including labour for attending to paver at site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, paver finisher / 9m paver finisher, 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 507 of MORTH Rev-5

SUB WORK:PROVIDING PCC RETAINING WALL Earthwork excavation in all classes of soil and depositing on bank with all leads and lifts as per SS20B and all other 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 other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for FOUNDATION

Plain cement concrete M10 (Nominal mix) using 40mmISS graded HBG metal including cost conveyance of all materials to site including cost and labour charges for form work and centering,labour charges for compacting, curing, including all incidental charges etc complete as per standard specification FOR LEVELLING course

Vibrated cement concrete M20 (Nominal mix) using 40mm ISS graded HBG metal including cost conveyance of all materials to site including cost and labour charges for form work and centering,labour charges for compacting, curing, including all incidental charges etc complete as per standard specification FOR FOUNDATION

Vibrated cement concrete M20 (Nominal mix) using 20mm ISS graded HBG metal including cost conveyance of all materials to site including cost and labour charges for form work and centering,labour charges for compacting, curing, including all incidental charges etc complete as per standard specification FOR SUB STRUCTURE BELOW GROUND LEVEL

Vibrated cement concrete M20 (Nominal mix) using 20mm ISS graded HBG metal including cost conveyance of all materials to site including cost and labour charges for form work and centering,labour charges for compacting, curing, including all incidental charges etc complete as per standard specification FOR SUB STRUCTURE ABOVE GROUND LEVEL

Supplying and fixing 100mm dia PVC SEEPAGE pipes of required length for retaining wall including cost and conveyance of all materials to worksite, cost and labour for semispherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill as per standard specification for Protective works.

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, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping to the required length wherever 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 for Fe-500 grade

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site including 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 RCC CRASH BARRIERS

SUB WORK :RCC RETAINING WALL ON BOTH SIDES Earth work excavation in all classes of soils and depositing on bank,with all leads and lifts as per SS 20B,Including 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, removal of all logs, stumps 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 specifation, for foundation

Plain Cement concrete - M10 ( Nominal mix ) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidental charges etc., complete as per section 1100 of MORT & H specification (V Revision) for LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALL, ABUTMENTS AND PIERS RESTING IN SOIL

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1100, 1500 & 1700 0f MORT & H specification (V Revision) for FOUNDATION OF RETAINING WALL

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision) RETAINING WALL (below ground level)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm ISS metal including cost and conveyance of all materials to site excluding cost of steel including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants including all other incidental charges, etc.,complete, for etc., complete, as per section 1500, 1700 & 2200 0f MORT & H specification (V Revision) RETAINING WALL (above ground level)

Supply and fabrication of Fe- 500 (HYSD) steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour 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 as per cl 2706 of MORT & H specification (V Revision)

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

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site including 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 RCC CRASH BARRIERS

SUB WORK :DRAIN CUM FOOTPATH IN MADURAI SIDE Earth work excavation in all classes of soil including weahered rock not requiring blasting and depositing on bank with initial leads and lift as per SS20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for Drain

Plain Cement concrete of M15 mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement and labour for mixing laying, watering curing and compacting concrete and labour for form work and all other incidental charges, etc., complete.for Leveling course of drain.

Vibrated Reinforced Cement concrete of M25 Grade design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including form work ,soft water, labour charges for mixing, transporting, laying, curing concrete , working at depth ,hire charges for tools and plant including all other incidental charges etc., complete as per relevant standard specification for Base slab,Vertical wall and Cover slab for drain

Providing and fixing Class I PVC pipes of 110mm dia of required lengths in drain, to drain the water including costs and conveyance of all materials to work site and labour charges for fixing, for drainage arrangement.

Supplying and fixing in position of Stoneware Gully Trap with cast iron double gratings (heavy) in line with pvc pipes to drain the water including costs and conveyance of all materials to work site and labour charges for fixing and all other incidental charges etc., complete as per standard specfication for drainage arrangement.

Supplying and fixing FRC cover slab of size 600mm dia including base portion in RCC cover slab,etc., as per specification at regular interval as directed by the Engineer, etc., complete

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to 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.

SUB WORK :DRAIN CUM FOOTPATH IN AIRPORT SIDE Earth work excavation in all classes of soil including weahered rock not requiring blasting and depositing on bank with initial leads and lift as per SS20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevent standard specification for Drain

Plain Cement concrete of M15 mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site including cost of cement and labour for mixing laying, watering curing and compacting concrete and labour for form work and all other incidental charges, etc., complete.for Leveling course of drain.

Vibrated Reinforced Cement concrete of M25 Grade design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including form work ,soft water, labour charges for mixing, transporting, laying, curing concrete , working at depth ,hire charges for tools and plant including all other incidental charges etc., complete as per relevant standard specification for Base slab,Vertical wall and Cover slab for drain

Providing and fixing Class I PVC pipes of 110mm dia of required lengths in drain, to drain the water including costs and conveyance of all materials to work site and labour charges for fixing, for drainage arrangement.

Supplying and fixing in position of Stoneware Gully Trap with cast iron double gratings (heavy) in line with pvc pipes to drain the water including costs and conveyance of all materials to work site and labour charges for fixing and all other incidental charges etc., complete as per standard specfication for drainage arrangement.

Supplying and fixing FRC cover slab of size 600mm dia including base portion in RCC cover slab,etc., as per specification at regular interval as directed by the Engineer, etc., complete

Supply and fabrication of Fe-500 steel required for all RCC items of works involved in the schedule cost of steel at site and cost of fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to 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.

SUB WORK :CONSTRUCTION OF PYLONS 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.

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.

Vibrated cement concrete of grade M15 Nominal Mix using 40mm ISS HBG metal including cost and conveyance of all materials to site and 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 BELOW FOOTING.

Vibrated Reinforced Cement Concrete of grade M25 DESIGN MIX using 20mm ISS size graded HBG 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 (below ground Level).

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.

Vibrated Reinforced Cement Concrete of grade M25 DESIGN MIX using 20mm ISS size graded HBG 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, Above ground Level.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, steel 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 overlaping to the required length wherever 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,Fe-500 grade.

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.

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.

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.

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.

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)

SUB WORK :PROVIDING ROAD FURNITURES AND SIGNAGES Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass bead @ 250 grm.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 free streaks and holes etc., complete.as per MORT&H specification No.383

Providing and fixing reflective Road Stud of "catagory A"Raised pavement markers made out of poly carbonate / methyl methecrylate/ABS Moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal friction of the light entering the lens face with retro-reflectance and chromaticity values confirming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH Circular No.RW/NH.33023/10/97-DO.III Dated 11.06.97 and the length, height,and width of the body shall not be less than15mm ,90 mm and 100mm and the minimum reflective area of 13 Sq.Cm on each side and the slope to the base shall be 35+/- 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+/-2mm) from the body is to be a monimum 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 adhesives as per manufacturer's recommendation and complete as directed by the enginner. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280 and confirming to IRC 35-2015 guidelines and MORTH specification 804 etc., complete

Providing and fixing of Rigid Median Marker double sided made of tough, high impact resistant,injection moulded,thermoplastic body with an isosceles trapezoidal structure of length,width and height not less than 15cm,10cm and 10 cm respectively and thickness not less than 1.80mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for moulding the median marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value and subjected to accelerated weathering for 1000 hrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection moulding processs. The median marker shall have rectangular shaped , fluourescentthe ground level to the bottom of sigm 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 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead 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 and ASTM D4956-09 type XI specifications reflectivity values.The retro reflective sheeting shall be both sides of the median marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism,sheeting damage, etc. The median marker shall be fixed by a combination of epoxy adhesive and grouting.

Providing and erecting Retro-reflectorised Cautionary, Mandatory and Informatory Signs (without definition board) made out of High Intensity Micro Prismatic Grade sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed 2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to the bottom of sigm 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 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead 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).a)90 cm triangle

Providing and erecting Retro-reflectorised Cautionary, Mandatory and Informatory Signs (without definition board) made out of High Intensity Micro Prismatic Grade sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed 2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to the bottom of sigm 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 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead 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). 60x45 cm Chevron boards

Providing and erecting Direction and Place Identification Retro Reflectorised Sign made out of High Intensity Micro Prismatic Grade sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed 2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to the bottom of sigm 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 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead 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 IRN 67-2012.(as per MORT&H specification No.801).(more than 0.90 Sqm)

Providing and erecting Retro-reflectorised Hazard Marker Traffic Sign made out of High Intensity Micro Prismatic Grade sheeting confirming to Type -IV standards of IRC-67:2012 and ASTM D 4956-09, specification and fixed 2 mm thick Aluminum sheet fixed over a back supporting frame 25mmx25mmx3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm with a clear height of not less than 2.10m from the ground level to the bottom of sigm 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 45cm x 45cm x 60 cm size including cost and conveyance of all materials,equipment,machinery and labour with all lead 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).

Supply and fixing of Delineators with the reflector made of Metacryl resin,valuable reflection area 92mmX19 mm, reflection flame ABS stay made up of specialised extruded aluminium alloy length 320mm and width 108 mm, anchor bolt anodized anchor bolt T-840, lens colour yellow, total length of ABS stay/holder width 56mm and length 81mmx5 nos, no of lenses 5 and the distance between lenses 56mm. Each panel shall be designed to attach -adhere to and shall be compatible with safety barriers/ guard rails/ existing structures and pipelines with necessary hardware/frames.Each panel shall confirm to the retro reflectance and chromocity limits specified in the details technical specification and as directed by the Engineer.

Providing and erecting single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall "W" beams and spacer channels 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, mimimum 950mm above road/ground level fixed on ISMC series channel vertical post 150x75x5 mm spaced 2m centre to centre 312mmX83mm flange width 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS:1367 clause 4.60 all complete as per Technical Specifications and as directed by the Engineer-in-charge.

SUB WORK:PROVIDING PAINTING Painting two coats with ready mix Plastic emulsion Paint with approved colour including Priming coat over the cement surface complete

Two coats of white washing in fine screened shell lime including cost of materials, water, brushes etc., and labour for all works including clearing the surface, watering etc., complete

Painting two coats with ready mix Plastic emulsion Paint with approved colour including Priming coat over the stucco plastering surface (Zebra marking)

SUB WORK:PROVIDING PIER PROTECTION Construction of brick work with cement mortar 1:4 (one of cement and four of sand) using 2nd class stock bricks of size 9"x4.5"x3" curing and finishing neatly as per standard specification etc. complete including cost and conveyance of all materials to site, labour charges and all other incidental charges.

Plastering with cement mortar 1:4 (one of cement and four of sand) 10mm thick using fine river sand including curing and neat finishing etc complete. for Walls including cost and conveyance of all materials to site, labour charges and all other incidental charges

Supplying and fixing the M S Grill of approved design including prime coat and two coats of synthetic enamel paint including cost of materials, fabrication , conveyance to work site and fixing in position etc., complete

Vibrated cement concrete M20 using maximum nominial size of coarse aggregate as 20mm ISS HBG metal as per CI 1704.2 and CI.1706 of MORTH, Fourth revision, 2001 including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, cost of formwork, transportiang, laying and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for kerb.

SUB WORK:DISPOSAL OF CUT EARTH Disposal of excavated earth by transfer with a lead of 2 Km away from worksite as directed by the departmental officers for disposal as per Standarad Specifications and all other incidental charges etc., complete.

SUB WORK:PROVIDING DECK DRAINAGE ARRANGEMENT Providing and fixing 160mm dia PVC pipes of approved class not less than 6 kg/m2 connecting the drainage spouts of the deck slab along both the sides of the deckslab connected to the Rainwater harvesting system below every third span with all bends tees clamps and all other accessories and fixtures complete including tools and plants ,transportation, etc., complete as per relevant standard specificatopn and as directed by the Engineer

Earth excavation in all classes of soil including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water, proving and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for Deck drainage system

Providing and Laying Vibrated Cement concrete M15 using 20mm metal ISS HBG metal including cost and conveyance of all materials to site and cement at site, including form work and centering using soft water, labour charges for mixing, transporting and placing in position, compactiong, finishing and curing, working at depths, hir charges for tools and plants and incidental charges, etc, complete as per standard specifications for SIDE WALLS FOR RAINWATER HARVESTING WELL

Vibrated RCC M25 Design Mix using 20mm ISS HBG metal including cost and conveyance of all materials, including cement to site, including cost and fabracation of steel, including cost of form work, labour charges for all mixing concrete, laying vibrating, compaccting, hire charges for all tools and plants, curing concrete with all leads for soft water, including cost of pre moulded RCC hand rails and posts etc., complete which are cast at site as per drawin, including cost of labour charges for fixing the same in correct position and all other incidental chargest. Complete as per MORT&H specifications No:-1701-117 for COVER SLABS OF RAIN WATER HARVESTING WELL

Providing and laying 40mm, 20mm, 12mm and fine aggregate filling in the deck drainage system in alternative layer of 0.50m each including cost of material transportation labour for filling complete as directed by the Engineer.

SUB WORK:CONSTRUCTION OF BOX CULVERT Dismantling the Plain Cement Concrete the existing Bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

Dismantling the Reinforced Cement Concrete the existing Bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

Earth work excavation in all classes of soils except rock requiring blasting depositing on bank,with all leads and lifts as per SS 20B,Including 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, removal of all logs, stumps 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 specifation,

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 soft water, labour charges for mixing, transporting, laying, compacting, curing concrete tools and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for LEVELLING COURSE BELOW BOTTOM SLAB as per specification. MORTH No.1500, 1700&2200.( Levelling Course For Foundation)

Vibrated reinforced cement concrete (Nominal mix) M25 grade using 20mm ISS size HBG graded metal crushed stone including cost conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing including all incidental charges etc., complete for Bottom slab,stem,top slab etc complete

Vibrated Cement Concrete M20 (Nominal mix), using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete tools and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for wing wall Below sill as per specification. MORTH No.1500, 1700&2200. ( Below sill level)

Vibrated Cement Concrete M20 (Nominal mix), using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete tools and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for wing wall Below sill as per specification. MORTH No.1500, 1700&2200. (Above sill level)

Supply and fabrication of steel Grade Fe- 500 steel requried for all RCC items of works involved in the shcedule including cost of steel cost of fabrication labour charges for cleaning the bars staightening cutting bending tying grills hoisting 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 standard specification.

Filling behind the Box culverts and wings with gravel including cost and conveyance of gravel to work site 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 drawing and techinical specifications as per MORTH specification No710.1.4 of IRC :78 & 2200

SUB WORK:PROVIDING STUCCO PLASTERING Stucco plastering 12mm thick using blue granite 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 handing charges for the same and all labour charges for fixing, laying curing will all leads for soft water and hire and fuel charges for all tools and plants required and all other incidental charges etc., complete with scaffolding

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

PKM INFRASTRUCCTURE