Construction of Road Over Bridge In lieu of Level Crossing No.34 At Km 2/4 of Thiruvarur -Mannargudi -Muthupettai Road (SH 202) In between Railway Km 50/800-50/900 between Kuzhikarai - Thiruvarur Railway Stations In Thanjavur-Nagor -Karaikal Section

Amount

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 , 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 specifications.- .as per Cl 304,900 of MORT&H specifications (V revision) for Foundation of RETAINING WALLS ,PILE CAPS UNDER ABUTMENT AND PIERS

For Depth upto 2.00m

For Depth 2.00m to 3.00m

For Depth 3.00m to 4.00m

Providing reinforced cement concrete cast in - situ piles of 1200mm diameter in RCC using M35 Design mix using 20mm & below ISS HBG metal with minimum cement content of 400kg per cu.m maximum water cement ratio of 0.4 and slump of 150 - 200mm by tremie concreting including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting of the same from one pile location to another pile location, dismantling and including all labour for boring through all soils, leading the excavated earth toa a distance of 200m including forming of working platform over the river bed for accommodating piling equipment, forming approaches to the working platform, mixing concrete, filling in position by tremie pipe, cutting of pile head to cut-offf level for casting pile cap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW ABUTMENTS AND PIERSas per Cl 1000,1100,& 1700 of MORT&H specifications (V revision)

Plain Cement Concrete M10 (Nominal mix 1:3:6) using 40mm ISS HBG METAL including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and all other incidental charges etc., complete as per MORT& H specifications 1100,1500, 1700&2100 FOR LEVELLING COURSE BELOW FOUNDATION OF RETAINING WALL , PILECAPS OF ABUTMENT & PIERS

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm & below 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, laying and curing concrete, working Tools and Plants and all other incidentai charges etc, complete., for FOUNDATION OF RETAINING WALL as per cl. 1100,1500, 1700&2100 of MoRT&H specification (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm & below ISS metal including cost and conveyance of all materials to site and cement at site excluding cost of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and all other incidental charges etc.,complete, ,for PILECAPS UNDER ABUTMENT PIERS AND PIERS. as per cl. 1100,1500, 1700&2200 of MoRT&H specification (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm & below ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site excluding cost of steel and including cost of form work , soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and all other incidental charges etc.,complete, for Stem of RETAINING WALL(below Ground Level). as per Cl 1500,1700 & 2100 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete of grade M 35 (Design mix) using 20 mm & below ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site excluding cost of steel but including form work , soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and all other incidental charges etc.,complete, for Stem of RETAINING WALL(above Ground Level). as per cl.1500,1700,2100 & 2200 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M 35 grade Design Mix using 20mm &below ISS metal, including cost and conveyance of all materials to site and cement at site, excluding cost of steel, but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and all other incidental charges etc., complete, for SUBSTRUCTURE FOR ABUTMENT AND RETURNS. as per cl.1500,1700,2100 & 2200 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M 35 grade Design Mix using 20mm &below ISS metal, including cost and conveyance of all materials to site and cement at site, excluding cost of steel, but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and all other incidental charges etc., complete, for PIERS 1800 mm dia as per cl.1500,1700 & 2200 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M 35 grade Design Mix using 20mm &below ISS metal, including cost and conveyance of all materials to site and cement at site, excluding cost of steel, but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at height/ depths,Tools and Plants and all other incidental charges etc., complete, for CAPPING BEAM over PIERS as per cl.1500,1700 & 2200 of MORTH Specifications (V Revision)

Vibrated Reinforced Cement Concrete M 35 grade Design Mix using 20mm &below ISS metal, including cost and conveyance of all materials to site and cement at site, excluding cost of steel, but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths/height,Tools and Plants and all other incidental charges etc., complete, for BED BLOCK CUM DIRT WALL as per cl.1500,1700 & 2200 of MORTH Specifications V - Revision

Vibrated Reinforced Cement Concrete M 35 grade Design Mix using 20mm &below ISS metal, including cost and conveyance of all materials to site and cement at site, excluding cost of steel, but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at Height,Tools and Plants and all other incidental charges etc., complete, for PEDESTAL as per cl.1500,1700 & 2200 of MORTH Specifications V - Revision

Supply and fixing of Elastomeric bearing sizes in cm as shown in the drawing including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges, etc. complete as per section 2005 of MORTH Specifications V Revision and IRC;83-2015 Part-III

Vibrated Reinforced Cement Concrete M 35 grade Design Mix using 20mm &below ISS metal, including cost and conveyance of all materials to site and cement at site, excluding cost of steel, but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at height,Tools and Plantsetc., complete, for T-BEAMS and CROSS BEAMS as per section 1500 , 1700 & 2300 of MoRT&H specification (V Revision)

Vibrated Reinforced Cement Concrete M 35 grade Design Mix using 20mm &below ISS metal, including cost and conveyance of all materials to site and cement at site, excluding cost of steel, but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths,Tools and Plants and all other incidental charges etc., complete, for DECK SLAB as per section 1500 , 1700 & 2300 of MoRT&H specification (V Revision)

Vibrated Reinforced Cement Concrete M40 grade Design Mix using 20mm &below ISS metal, including cost and conveyance of all materials to site and cement at site, excluding cost of steel, but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, ,Tools and Plants and all other incidental charges etc., complete, for CRASH BARRIER as per Cl 811,1700&2703.3 of MORT&H specifications (V revision)

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works_Published by Ministry of Roads Transport and Highways 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 cost and conveyance of all materials, cost of testing as per the MOST specifications, including labour, equipment and incidental charges for fixing the joints complete in all respects, as per section 2600 of MORT&H specifications (V Revision).

Vibrated Reinforced Cement Concrete M30 grade Design Mix using ISS graded hard granite broken metal, including cost and conveyance of all materials to site and cement at site, but excluding cost and fabrication of steel, but including formwork and centering, including labour charges for mixing, laying, curing concrete, working at heights, hire charges for Tools and Plants, including all other incidental charges, 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 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 M15 grade Nominal Mix 1:2:4 using 40mm ISS hard granite broken 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 heights and hire charges for Tools and Plants and all other incidental charges, etc. complete for BASE COURSE BELOW APPROACH SLAB as per section 1500 , &1700 of MoRT&H specification (V Revision)

Vibrated Reinforced Cement Concrete M30 grade Design Mix using ISS graded hard granite broken metal, including cost and conveyance of all materials to site and cement at site, but excluding cost and fabrication of steel, but including formwork and centering, including labour charges for mixing, laying, curing concrete, working at heights, hire charges for Tools and Plants, including all other incidental charges, etc.complete.- for APPROACH SLABS. as per Cl 1000,1500,1700 & 2704 of MORT&H specifications (V revision)

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied lengths for Abutments and Returns including cost and conveyance of all materials to work site, cost and labour for 900mm dia. semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing, etc.- to drain off the backfill as per section 2706 of MORTH Specifications V Revision.

Providing filter media behind the Abutments and Returns with clean III graded material 53mm to 5.6mm, to 600mm thick and well compacted in layers with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all labour and other incidental charges, including hire charges for Tools and Plants employed, etc. for filter media as per MOST (Roads Wing) specifications for Roads and Bridges " Fifth Revision Cl. 309-3-2-13 and 305 -4-4, etc. complete.as per Cl.710.1.4 and Appendix - 6 of IRC.78-2014

Filling behind Abutments and Returns and Retaining walls as per Appendix 6 of IRC: 78 -2014 with free draining material including cost and draining material having Phi value more than 35° conveyance of material to worksite , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads for water and all other incidental charges, etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78- 2014.

Supply and Fabrication of High Yield Strength Deformed bar approved type of steel Fe-500 , conforming to IS:1786-1985, 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.1600 of MORT&H Specifications (V Revision).

Supply and Fabrication of High Yield Strength Deformed bar approved type of steel Fe-240, conforming to IS:1786-1985, 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.1600 of MORT&H Specifications (V Revision).

Providing and driving in position permanet M.S liner including cost and conveyance to the site and fabrication charges and tools and plants and driving M.S 6mm thick liner to be left peramnently with the pile shaft as per the requirement and as per the specifications and placing from the bottom with all leads and lifts using 6mm M.S sheet etc., completeas per cl.1000,1100 of MORT&H Specifications (V Revision).

Sub Estimate-formation of Approaches for ROB

Earthwork Excavation with Box cutting including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Approach road as per Clause 305 of MORTH Rev-5

Filling with soil having CBR not less than 8 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density upto sub grade 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 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 95% compaction - Carted Earth for filling as per cl. 300 of MORT&H Specifications (V Revision).

Filling with soil having CBR not less than 8 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto sub grade 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 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 97% Compaction- Carted Earth for filling as per cl. 305 of MORT&H Specifications (V Revision).

Construction of granular sub-base by providing course graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading inuniform 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

Construction of granular sub-base by providing course graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading inuniform 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- III Material

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

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

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminousconstruction 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 of Tack coat using Emulsion Bitumen at the rate of 2.00 Kg per Ten Square Metre over the existing BT surface preparatory to another construction over it as per Clause 503 of MORTH Rev-5

Providing, laying 75 mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 75mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 DBM (Grade-I) 75 mm Thick Using VG30

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in requiredtemperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks topaver site, spreading the mix to uniform thickness of 40mm with mechanical paver to thespecified grades and cross sections and consolidated by 8-10 tonne Vibratory to the requireddensity etc., including labour for attending to paver to site etc., including hire charges and fuelcharges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5 BC 30/40mm Thick (Grade-II) Using VG30 Bitumen

Sub Estimate- Formation of Service Road to ROB

Earthwork Excavation with Box cutting including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Service road as per Clause 300 of MORTH Rev-5

Filling with soil having CBR not less than 8 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density upto sub grade 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 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 95% compaction - Carted Earth for filling as per cl. 300 of MORT&H Specifications (V Revision).

Filling with soil having CBR not less than 8 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 97% Proctor density upto sub grade 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 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 97% Compaction- Carted Earth for filling as per cl. 300 of MORT&H Specifications (V Revision).

Construction of granular sub-base by providing course graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading inuniform 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

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

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

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminousconstruction 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, laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 DBM (Grade-II) 50 mm Thick Using VG30

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in requiredtemperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks topaver site, spreading the mix to uniform thickness of 40mm with mechanical paver to thespecified grades and cross sections and consolidated by 8-10 tonne Vibratory to the requireddensity etc., including labour for attending to paver to site etc., including hire charges and fuelcharges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5 BC 30/40mm Thick (Grade-II) Using VG30 Bitumen

Sub Estimate- Providing Footpath cum Drain on Tiruvarur Side

Earthwork excavation in all classes of soil including Kankar except rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as shoring, bracing and their subsequent removal of all logs stumps, grips and other deleterious matter and obstructions, trimming bottom of site and disposal of all other surplus materials etc., Complete for Drain as per Clause 300 of MORTH Rev-5

Cement Concrete M 15 1:2:4 Mix using 40mm ISS HBG metal for 10 cm thick including cast ands conveyance of all materials to site including cement and handling charges for the same at both ends, including form work and centering, labour charges for mixing, transporting and placing in position, compacting finishing and curing, working at depth, tools and plants and all other incidental charges etc., complete for Base course of drain as per Clause 1700 of MORTH Rev-5

Vibrated reinforced cement concrete M25 (Design mix) using 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, curing concrete, working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete for Base slab of drain as per Clause 1700 of MORTH Rev-5

Vibrated Reinforced Cement Concrete of grade M 25 Design mix using 20mm & below 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 all other incidental charges etc., complete for Drain wall as per Clause 1700 of MORTH Rev-5

Vibrated Reinforced Cement Concrete of grade M 25 Design mix using 20mm & below 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 all other incidental charges etc., complete for Drain cover slab as per Clause 1700 of MORTH Rev-5 .

Supply and Fabrication of High Yield Strength Deformed bar approved type of steel Fe-500 , conforming to IS:1786-1985, 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.1600 of MORT&H Specifications (V Revision).

Providing and fixing of 100 mm Dia. PVC Drain pipes including cost and conveyance of PVC pipe and labour charges for cutting and fixing in position etc. all complete.

Sub Estimate- Providing Footpath cum Drain on Mannargudi Side

Earthwork excavation in all classes of soil including Kankar except rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as shoring, bracing and their subsequent removal of all logs stumps, grips and other deleterious matter and obstructions, trimming bottom of site and disposal of all other surplus materials etc., Complete for Drain as per Clause 300 of MORTH Rev-5

Cement Concrete M 15 1:2:4 Mix using 40mm ISS HBG metal for 10 cm thick including cast ands conveyance of all materials to site including cement and handling charges for the same at both ends, including form work and centering, labour charges for mixing, transporting and placing in position, compacting finishing and curing, working at depth, tools and plants and all other incidental charges etc., complete for Base course of drain as per Clause 1700 of MORTH Rev-5

Vibrated reinforced cement concrete M25 (Design mix) using 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, curing concrete, working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete for Base slab of drain as per Clause 1700 of MORTH Rev-5

Vibrated Reinforced Cement Concrete of grade M 25 Design mix using 20mm & below 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 all other incidental charges etc., complete for Drain wall as per Clause 1700 of MORTH Rev-5

Vibrated Reinforced Cement Concrete of grade M 25 Design mix using 20mm & below 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 all other incidental charges etc., complete for Drain cover slab as per Clause 1700 of MORTH Rev-5 .

Supply and Fabrication of High Yield Strength Deformed bar approved type of steel Fe-500 , conforming to IS:1786-1985, 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.1600 of MORT&H Specifications (V Revision).

Providing and fixing of 100 mm Dia. PVC Drain pipes including cost and conveyance of PVC pipe and labour charges for cutting and fixing in position etc. all complete.

Sub Estimate- Providing Painting to ROB

Supply and Painting the walls with two coats of plastic emulsion paint over one coat of primer as instructed by the departmental officiers including preparation of surface curing etc., complete in all floors complying with standard specifications (The Colour and Shade of the paint shall be got approved by the Executive Engineer before use of work) (including Zebra marking )

Sub Estimate- Providing Pier Protection with Safety kerb

Earthwork excavation in all class of soils such as hard stiff clay, stiff black cotton, hard red earth, shales, murram. Gravel stoney earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as baling out water shoring, strutting walling and forming protective bunds wherever necessary etc., complete for Safety Kerb as per Clause 300 of MORTH Rev-5

Cement Concrete M15 grade Nominal Mix 1:2:4 using 20mm ISS hard granite broken 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 heights and hire charges for Tools and Plants and all other incidental charges, etc. complete for Footing of Kerb as per Clause 1700 of MORTH Rev-5

Vibrated cement concrete M20 (1:1.5:3) using 20mm ISS hard granite broken 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 heights and hire charges for Tools and Plants and all other incidental charges, etc. complete as per standard specifications for Safety Kerb as per Clause 1700 of MORTH Rev-5

Construction of Brick work with cement mortar 1:4 (one of cement and four of sand) using Country bricks of Standard size, curing and finishing neatly as per standard specification etc. complete as per Clause 1300 of MORTH Rev-5

Plastering with cement mortar 1:4 (one of cement and Four of sand) 12mm thick using fine river sand including curing and neat finishing etc complete. for Walls and Floor.as per Clause 1300 of MORTH Rev-5

Providing steel Grill fencing arrangement below the trestle portion of ROB which includes the cost of steel, labour charges for fabrication,fixing the steel grill in position by welding,concreting,cost of primer and two coats of enamal paint and all other incidental charges etc..complete.

Painting black &Emulsion paint on kerbs are complete as directed by the engineer as per drawing and technical clause 803.

Sub Estimate- Providing Junction Improvements on Tiruvarur side

Earthwork Excavation with Box cutting including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines , grades and cross sections shown in the drawings or as indicated by the Engineer for Aproach road as per Clause 300 of MORTH Rev-5

Filling with soil having CBR not less than 8 for forming embankment including conveyance of earth to site, spreading the earth uniformly to the entire embankment formation in layers of not exceeding 250 mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 95% Proctor density upto sub grade 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 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 95% compaction - Carted Earth for filling as per cl. 300 of MORT&H Specifications (V Revision).

Construction of granular sub-base by providing course graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading inuniform 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

Construction of granular sub-base by providing course graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading inuniform 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- III Material

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

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

Providing and laying Tack Coat over WBM/ WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminousconstruction 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, laying 50 mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory /Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher,Vibratory rollers and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 MORTH Rev-5 DBM (Grade-II) 50 mm Thick Using VG30

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in requiredtemperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks topaver site, spreading the mix to uniform thickness of 40mm with mechanical paver to thespecified grades and cross sections and consolidated by 8-10 tonne Vibratory to the requireddensity etc., including labour for attending to paver to site etc., including hire charges and fuelcharges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc.,complete as per specification using CMP as per clause 507 of MORTH Rev-5 BC 30/40mm Thick (Grade-II) Using VG30 Bitumen

Cement Concrete M15 grade Nominal Mix 1:2:4 using 20mm ISS hard granite broken 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, and hire charges for Tools and Plants and all other incidental charges, etc. complete as per standard specifications Footing of Kerb as per Clause 1700 of MORTH Rev-5

Vibrated cement concrete M20 (1:1.5:3) using 20mm ISS hard granite broken 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, and hire charges for Tools and Plants and all other incidental charges, etc. complete as per standard specifications for Safety Kerb as per Clause 1700 of MORTH Rev-5

Painting black & white enamel paint on kerbs are complete as directed by the engineer as per drawing and technical clause as per Clause 803 of MORTH Rev-5

Sub Estimate- Deck Drainage & Rainwater Harvesting system

Supply of best quality ISI pvc pipes class-A 4 kg of 160 mm dia and special such as elbow,tee and clamps etc, complete as per IS 4985

PVC Bend

PVC Tee

Special clamps

PVC Shoes

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

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 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 specifications.- for Collection chamber .as per Cl 300,900 of MORT&H specifications (V revision)

Filling with pepples of 3 to 6mm size complying with standard specification including cost and conveyance of all materials and including labour charges for laying handling and filling in layers of not more than 500mm thick complete for rain water harvesting well foundation

Sub Estimate-Providing Road furnitures

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness 2.5mm exclusive of surface applied glass beads as per IRC 35. The finished surface to be level, uniform and free from streaks and holes complete as per MORTH & H specification.

Providing and fixing reflective road studs of category B raised pavement markers made out of polycarbonate/ABS moulded body and reflective panels (bi-convex reflectors) 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 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro-reflectory surface shall not be lesss than 13.0 sq.cm. The slope of retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular and two cylindrical Polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage 3.5m spacing.

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs made of High Intensity Prismatic Grade Sheeting conforming to IRC 67-2012 and ASTM D 4956-09, type IV Specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below Ground level etc complete including 7 year warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67:2012 Specification (As per MORT & H specification No.801)

90cm equilateral triangle

60cm circular board

60cm x 45cm rectangular board

Providing and erecting direction and place identification retro reflectorised sign as per IRC:67-2012 made of High intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing etc., complete (As per MORT&H specification No.801) (for area More than 0.9 sqm).

Supply and fixing of delineators with the reflector made of Matacryl resin, valuable reflection area 92 mm X 19 mm, reflection flame ABS, stay made up of specialised Extruded aluminium alloy length 320 mm and width 108 mm, Anchor bolt Anodized anchor bolt T-840, lens colour yellow, total length of ABS stay/holder width 56 mm and length 81 mm x 5 nos, No.of lenses 5 and the distance between lenses 56 mm. Each panel shall be designed to attach-adhere to and shall be compatible with concrete safety barriers/ guard rails/ existing structures and pipelines with necessary hardware/ frames. Each panel shall confirm to the retro reflectance and chromaticity limits specified in the details technical specification and as directed by the Engineer.

Providing and fixing in correct position over the top of crash barrier on road in both side Median marker of retro reflectorised cautionary sign of good quality reflected on two sides as per IRC 67-2012 made of high intensity grade etc., complete as per standard MORT&H specifications No.801 as instructed by the departmental officers etc., complete.

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

SAI HRIDHAM INFRAA PRIVATE LIMITED