Bridge work

Amount

BRIDGE ESTIMATE

Earthwork excavation in all classes of soil except hardrock not requiring blasting and depositing on bank with all leads and lifts as per SS20B, including all other incidential charges such as baling out water, shoring, strutting, walling and forming protective bunds whichever necessary etc., complete as per relevant standard specification for DRESSING THE BED UPTO SILL LEVEL as per Clause 300 of MORT&H Specification (Revision - V)

Earthwork excavation in all classes of soil except rock not 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 bailing out water providing and maintaining necessary cofferdams sheeting, bracing and their subsequent removal, removal of 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 specification for PILE CAP UNDER ABUTMENTS AND PIERS FOR FOUNDATION as per Section 300 of MORT&H Specifications (V Revision)

Providing and driving in position permanet M.S liner for piles from bottom of pile cap as per Cl. 709.1.4 of IRC 78-2014 (upto maximum scour level for estimate purpose) including cost of liners and fabricating, welded construction with consumable, labour and plants and driving M.S liners 6mm thick to be left peramnently with the pile shaft as per the requirement and as per standard specifications and placing them in position with all leads and lifts etc., complete as per section 1100 & 1600 of MORT&H Specifications (V Revision)

Reinforced cement concrete cast-in-situ bored piles of 1000 mm diameter M-35 grade Design Mix using 20mm ISS size graded 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 cement at site but excluding cost and fabrication of steel including placing of reinforcement in position before concreting, setting up of pile equipment, shifting the same from one pile location to another pile location, dismantling and including all labour for boring through rock leading the excavated material to a distance of 200m including forming approaches to the working platform over the river bed for accomodating piling equipemnt forming approaches to the working platform, mixing concrete, filling it in position by tremie pipe, cutting of pile head to cut off level for the casting the pile caps, 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 & PIERS as per section 1100 & 1700 of MORT&H Specifications (V Revision)

Plain Cement Concrete of grade M-15, Nominal Mix, 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete, Tools and Plants and incidental charges such as bailing out water, maintaning protective bunds, cofferdams, shoring, struting etc, complete as per relevant standard specification for LEVELLING COURSE BELOW PILE CAPS OF ABUTMENTS AND PIERS as per Section 1100 of MORT&H Specifications (V Revision)

Vibrated reinforced cement concrete M35 grade Design Mix, using 20mm ISS size hard granite broken graded metal excluding cost of steel including formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants and incidental charges such as bailing out water, maintaning protective bunds, cofferdams, shoring, stritting etc., complete as per standard specifications for PILECAPS UNDER ABUTMENTS AND PIERS as per Section 1500, 1100 & 1700 of MORT&H Specifications (V Revision)

Vibrated reinforced cement concrete M35 grade (Design Mix) using 20 mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site excluding cost and fabrictaion of steel but including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, potable water, hire charges for tools and plants and incidental charges such as bailing out water, maintaning protective bunds, cofferdams, shoring, stritting etc., complete as per relevant standard specifications for SUBSTRUCTURE OF ABUTMENT AND RETURNS as per Section 1500, 1700 & 2200 of MORT&H Specifications (V Revision)

Vibrated reinforced cement concrete M35 grade Design Mix, using 20mm ISS size hard broken granite broken graded metal including cost and conveyance of all materials to site and cost of cement to site but excluding cost and fabrication of sttel but including formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights and hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BED BLOCK CUM DIRT WALL & PEDASTALS OVER ABUTMENTS as per Section 1500, 1700 & 2200 of MORT&H Specifications (V Revision)

Vibrated reinforced cement concrete M35 grade Design Mix, using 20mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cost of cement to site but excluding the cost and fabricatioon of steel but including formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights and hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for CIRCULAR PIERS as per Section 1500, 1700 & 2200 of MORT&H Specifications (V Revision)

Vibrated reinforced cement concrete M35 grade Design Mix, using 20mm ISS size hard broken granite broken graded metal including cost and conveyance of all materials to site and cost of cement to site but excluding the cost and fabricatioon of steel but including formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights and hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for CAPPING BEAM AND PEDASTAL OVER PIERS as per Section 1500, 1700 & 2200 of MORT&H Specifications (V Revision)

Supply and fixing of Elastomeric bearing of size 500 x 350 x 80 mm including cost and conveyance to work site, labour for fixing the bearing in correct position and all other incidental charges etc., complete as per Section 2000 of MORT&H Specifications (V Revision) and IRC: 83-2015 (Part -II)

Vibrated reinforced cement concrete M-35, Grade, Design Mix using 20mm ISS size hard broken granite broken 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 form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for T-BEAMS AND CROSS BEAMS as per Section 1500, 1700 & 2300 of MORT&H Specifications (V Revision)

Vibrated reinforced cement concrete M-35, Grade (Design Mix) using 20 mm ISS size hard broken granite broken 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 form work, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges etc., complete for DECK SLAB AND KERB & SAFETY KERB as per Section 1500, 1700 & 2300 of MORT&H Specifications (V Revision)

Vibrated reinforced Concrete M-40, Grade (Design Mix) using 20mm ISS size hard granite broken graded metal as the max. size of coarse aggregate, as 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 and curing concrete,working at heights, potable water, hire charges for tools and plants,including all other incidental charges,etc, complete for CRASH BARRIER as per Section 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 Road 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 MORTH 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)

Providing and fixing of Galvinised Iron 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 300 mm 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 Section 2705 of MORT&H Specifications (V Revision)

Vibrated Cement Concrete M-15, Grade (Nominal Mix 1:2:4) using 40mm ISS size hard broken granite broken metal including cost and conveyance of all materials to site and cost of cement at site including labour charges for mixing concrete, compacting, laying and curing concrete with all leads for soft water, hire charges for tools and plants, including all other incidental charges, formwork, etc.,complete as per standard specification for SAFETY KERB RAMP NEAR APPROACH SLAB, BASE COURSE BELOW APPROACH SLAB AND SAFETY KERB RAMP as per Section 1500, 1700 & 2704 of MORT&H Specifications (V Revision)

Vibrated Reinforced Cement Concrete M-30, Grade (Design Mix) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite and cost of cement at site excluding cost and fabrication of steel but including all labour charges for mixing concrete, compacting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for Approach slabs as per Section 1500, 1700 & 2704 of MORT&H Specifications (V Revision)

Vibrated Cement Concrete M-30, Grade (Design Mix) 75 mm thick with surface reinforcement conforming to section 2702.2 of Mort&h (Rev V) using 20mm ISS size HBG graded metal including cost and conveyance of all materials to worksite including cost of cement at site including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing with all leads for potable water, including all other incidental charges, formwork, etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per Section 2702.2 of MORT&H Specifications (V Revision)

Vibrated Cement Concrete M-15, Grade (Nominal Mix 1:2:4) using 20mm ISS size hard broken granite graded metal including cost and conveyance of all materials to site including cement at site including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, soft water, hire charges for tools and plants and incidental charges, etc., complete for PARAPET as per Section 1500 & 1700 of MORT&H Specifications (V Revision)

Providing and fixing Class I PVC Seepage pipes of 100mm dia. of requied lengths for abutments and returns including cost and conveyance of all materials to work site and labour charges for fixing, etc.,to drain of the backfill as per Section 2706 of MORT&H Specifications (V Revision)

Providing filter media behind the abutments and retruns for 600mm thick using material conforming to clause 309.3.2.B of MORTH well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges etc.,complete as per Cl. 710.1.4 & Appendix - 6 of IRC 78-2014

Filling behind Abutments and returns as per Appendix 6/ IRC 78-2014 with clean gritty gravel including cost and draining material having ϕ 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 and lifts 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 Fe-500 steel conforming to IS:1786-1985, 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 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 as per section 1600 of MORT&H Specifications (V Revision)

Supply and fabrication of Fe-240 steel required fro all RCC items of work in the schedule including cost of steel at site, cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlapping to the required length wherever necessary and providing to the reinforcemnt, 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-240 grade for Mesh reinforcement

Supply and fixing of High Quality of PVC pipes of 160mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for providing utility services in footpaths.

Dismantling the Plain Cement Concrete in the existing causeway and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the departmental officials including labour charges and all other incidental charges etc complete as per Clause 200 of MORT&H Specification (Revision - V)

FORMING APPROACH ROAD

Excavation 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 Carted Eath with a lead of 5 km for formation of Approach Road for 95% compacion

Excavation 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 Carted Eath with a lead of 5 km for formation of Approach Road for 97% compacion

Granular Sub-base with Graded Material (Table:- 400-1) - By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification ) - for grading- V Material

Granular Sub-base with Graded Material (Table:- 400-1) - By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification ) - for grading- III Material

Providing and Laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base Mix Palnt, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100KN static weight and fine dressing for required grade and cross slopes as shown on the drawing, equipement safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer

Providing and spraying of PRIME COAT using Bitumen Emulsion SS-1 at the rate of 7Kg per 10Sqm over the WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer.

Providing and spraying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.50Kg per 10Sqm over the Prime coat of WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer.

Providing and laying Bituminous Macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) transporting the hot mix to work site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per Clause 505 of MORTH specification Rev. V - Grading II

Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade-30) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specification complete in all respects - Grading II

FORMING DIVERSION ROAD

Excavation 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 Carted Eath with a lead of 5 km for formation of Approach Road for 95% compacion

Excavation 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 Carted Eath with a lead of 5 km for formation of Approach Road for 97% compacion

Granular Sub-base with Graded Material (Table:- 400-1) - By Mix in Place Method (Construction of granular sub-base by providing close graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 as per MORTH Specification ) - for grading- V Material

Providing and Laying Wet Mix Macadam Base Course of 250mm thickness in two layers of 125mm each or else as specified on the prepared sub-base with graded stone aggregate and granular materials of quality size and grading placed in layers as specified including mixing in Base Mix Palnt, spreading in uniform layer in motor grader and compacting with Vibrating Roller of 80 to 100KN static weight and fine dressing for required grade and cross slopes as shown on the drawing, equipement safety measures, testing and incidentals necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer

Providing and spraying of PRIME COAT using Bitumen Emulsion SS-1 at the rate of 7Kg per 10Sqm over the WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer.

Providing and spraying of TACK COAT using bituminous emulsion RS 1 at the rate of 2.50Kg per 10Sqm over the Prime coat of WMM surface including clearing of road surface and spraying as per Clause 503 of MORT&H and directed by the Engineer.

Providing,Laying and Rolling of close graded Premix Carpet of compacted 20mm thick using composed of 13.2 mm to 5.6 mm aggregates using 22kg of VG 30 Bitumen for 10sqm to required line, grade and level to serve as wearing course on a previously prepared base, including permixing at CMP, Conveyance by tipper lorry, laying by paver finisher and rolling by vibratory roller including cost and conveyance of all material, hire charges of all T&P all labour charges, rental for machinery, fuel and all other incidental charges etc., complete as per specification using CMP as per clause 508 of MORTH specification Rev. V

Supply, Fixing and Hoisting NP3 RCC Pipes (1000mm dia) suipplied by the contractor at his own cost specified below conforming to IS 458/ 1989 as per drawing and technical specification including cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading, and delivery in good condition at work site as directed by the departmental officials., etc complete as per MORT & H specification.

CONSTRUCTION OF RCC RETAINING WALL

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour, materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL

Vibrated Cement Concrete M10 grade (Nominal Mix 1:3:6) using 40mm ISS size hard broken granite 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 at depths,hire charges for all tools and plants and incidental charges such as maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specification for LEVELLING COURSE BELOW BASE SLAB OF RCC RETAINING WALL

Vibrated Reinforced Cement Concrete M30 grade (Design Mix) using 20mm ISS size HBG 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 at depths, hire charges for tools and plants including all other incidental charges etc., complete as per standard specification for BASE SLAB AND BELOW SILL LEVEL OF RCC RETAINING WALL

Vibrated Reinforced Cement Concrete M30 grade (Design Mix) using 20mm ISS size HBG 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 at heights, hire charges for tools and plants including all other incidental charges etc., complete as per standard specification for STEM OF RCC RETAINING WALL - ABOVE SILL LEVEL.

Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, 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 of the Backfill in between the Retaining Walls

Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size hard granite broken 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 concretem working at heights, hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specification for PCC PARAPET

Supply and fabrication of HYSD Fe-500 Steel conforming to IS: 1786 - 1985, 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 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.

CONSTRUCTION OF PCC RETAINING WALL IN MUDALOOR SIDE

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL

Vibrated Cement Concrete M10 grade (Nominal Mix 1:3:6) using 40mm ISS size hard granite broken 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 at depths, hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specification for LEVELLING COURSE FOR PCC RETAINING WALL

Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken 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 at depths, hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specification for FOUNDATION OF PCC RETAINING WALL - (Below sill level)

Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size HBG 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 at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)

Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size HBG 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 at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting, etc., complete as per standard specification for BROKEN PARAPET OF PCC RETAINING WALL

Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, 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 of the Backfill in the Retaining Wall

CONSTRUCTION OF PCC RETAINING WALL IN DURATHIYENDHAL SIDE

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL

Vibrated Cement Concrete M10 grade (Nominal Mix 1:3:6) using 40mm ISS size hard granite broken 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 at depths, hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specification for LEVELLING COURSE FOR PCC RETAINING WALL

Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken 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 at depths, hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specification for FOUNDATION OF PCC RETAINING WALL - (Below sill level)

Vibrated Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size HBG 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 at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)

Vibrated Cement Concrete M15 grade (Nominal Mix 1:2:4) using 40mm ISS size HBG 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 at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring, strutting, etc., complete as per standard specification for BROKEN PARAPET OF PCC RETAINING WALL

Providing and fixing SEEPAGE PIPES of 100mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, 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 of the Backfill in between the Retaining Walls

PAINTING OF THE BRIDGE WORK

Painting two coats with approved cement paints conforming to IS 2395 (Part- I) over the priming coat surface using first class cement paint over the cement plastered surface, ceiling and other surfaces including cleaning, preparing the surface and curing, etc., complete

Painting two coats with ready mix plastic enamel paint conforming to IS 2395 (Part- I) of first quality of approved quality over the priming coat surface over the cement plastered surface including cost and conveyance of all materials to site and labour charges for cleaning, preparing the surface, painting and curing, 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

V MEENAL AND CO

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