Bridge work

Amount

BRIDGE ESTIMATE

Earthwork excavation in rock not requiring blasting (soft Disintegrated Rock ,Soft Rock)and depositing on bank with all leads and lifts, including cost of all labour , equipments and all incidental charges such as baling out water, providing and maintaining necessary cofferdam, Shetting , shoring bracing and their subsequental removal,removal of all logs ,stumps, grubs and other deleterious matter and obstructions , trimming bottom of excavation backfilling, and clear the site and disposal of all surplus materials etc ., complete as per relevant standard specification for FOUNDATION -FOOTING UNDER ABUTMENT, RETURN WALLS AND PIERS as per section 300 of MORT& H SPECIFICATIONS (Fifth Revision -2013).(including 600 mm from the faceof footing as perCI.4.2.5.1of IS 1200( Part 1)-1992.

Compacted Cement Concrete of Grade M25 (Design Mix), using 40mm ISS HBG metal including cost and conveyance of all materials to site including cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying 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, etc, complete as per relevant standard specification for LEVELING COURSE UNDER FOOTINGS as per section 2100 of MORT7H Specifications (Fiffth Revision).

Vibrated Cement Concrete of grade M25 Design Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, RETURNS AND PIERS as per section 1500,1700 & 2100 of MORT&H specifications ( Fifth Revision ).

Vibrated Cement Concrete of grade M25 Design Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, RETURNS, AND PIERS as per section 1500,1700 & 2200 of MORT&H Specifications ( Fifth Revision ).

Cement Concrete M15 ( Nominal mix) 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 ,hire charges for tools and plants including all other incidential charges ,such as bailing out water ,maintaining of protective bunds, cofferdams,shoring, shutting etc., complete as per relevant standard specification for FILLING THE TRENCHES AROUND THE FOOOTING UPTO THE EMBEDMENT DEPTH as per CI 707.4.6.of IRC 78: 2014

Vibrated Reinforced Cement Concrete M-30 Grade( Design Mix), using 20mmISS size HBG graded 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, curing concrete, working at depths, , tools and plants, including all other incidental charges, etc., complete as per relevant standard specification , for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS asper section 1500 , 1700 & 2200 of MORT&H Specifications (Fifth Revision)

Providing weep holes with class 1 PVC pipes of 100 mm dia of required lengths for abutments and Return walls including cost and conveyance of all materials to worksite and labour charges for fixing, etc., complete to drain from the backfill as per Appendix -6 of IRC:78-2014 & Section 2706 of MORTH &(H) Specifications (Fifth Revision).

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

Vibrated Reinforced Cement Concrete M-30 Grade( Design Mix), using ISS 20mm size HBG graded 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, curing concrete, working at depths, tools and plants, including all other incidental charges, etc., complete as per relevant standard specifications, for DECK SLAB AND KERBS & SAFETY KERB as per section 1500 ,1700 &2300 of MORT&H Specifications (Fifth Revision ).

Providing and fixing PVC EXPANSION JOINT of 20mm thicknesswith approved type of PVC water stopper of 300mm width in between deck slab over abutments and piers as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealant etc, complete as per section 2600 of MORTH Vth revision -2013.

Vibrated Cement Concrete M-15 Grade, (Nominal Mix), using 40mm ISS size HBG 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, curing concrete, working in heights and hire charges for tools and plants, and all other incidental charges, etc., complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB. RAMP and APPROCH RAMP as per section 1500,1700 & 2704 of MORT&H Specifications ( Fifth Revision).

Vibrated Reinforced Cement Concrete Grade M-30 (Design Mix), using ISS 20mm 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, including all other incidental charges, etc., complete as per relevant specifications,for SAFETY KERB RAMP as per section 1500,1700 & 2300 of MORT&H Specifications (Fifth Revision ).

Vibrated Reinforced Cement Concrete M-30 ( Design Mix)using ISS 20 mm HBG graded metal including cost and conveyance of all materials to site including cement at site 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 SLAB as per section 1500,1700 &2704 of MORT&H Specifications (Fifth Revision).

Vibrated Cement Concrete of grade M30 (Design mix) using ISS 20mm HBG graded metal, including cost and conveyance of all materials to work site and cement at site including all labour charges for mixing concrete, laying, vibrating , hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges ,formwork, cost of premoulded expansion joint andfixing the same in position etc ., complete for WEARING COATof 75mm uniform thickness OVER DECK SLAB AND APPROACH SLAB as per Section 2702.2 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Reinforced Cement Concrete M-40 Grade (Design Mix) using ISS 20 mm graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, 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 OVER DECK SLAB as per section 811,1700 & 2703.3 of MORT&H SPECIFICATIONS (Fifth Revision)

Providing and fixing of G.I. drainage spouts 100mm dia. as per GOT drawing SQ/701 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia. drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc., complete as per section 2705 of MORT&H Specifications( Fifth 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 sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc.,complete as per CI710.1.4 &Appendix 6 of IRC :78-2014.

Filling behind Abutments and Returns with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc., complete as per CI.710.1.4 & Appendix 6 of IRC :78-2014.

Supply and Fabrication of Fe-500 steel required for all RCC items involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length 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 1009.3,1600 of MORT&H Specfications ( Fifth Revision)

Supply and Fabrication of Fe-240 steel Grade I required for all RCC items of works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length 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, completem as per section 1009.3, 1600 of MORT&H Specifications (Fifth Revision)

Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring , strutting, walling and forming protective bunds whichever necessary etc., complete as per relevant standard specifation for DRESSING THE BED UPTO SILL LEVEL.

Supply and fixing of High Quality of PVC pipes of 150mm 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 proving utility services in safetykerbs

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 97% 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 incidental charges necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer

Providing and laying 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 laying 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 Central Hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504 of MORTH Specification - 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 Diversion 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 Diversion 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 incidental charges necessary to complete the work as per Technical Specification as per Clause 406 and of MORTH V Revision as directed by Engineer

Providing and laying 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 laying 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 0.0162 cum of 13.20 - 11.20mm, 0.1404 cum of 11.2 - 5.6mm, 0.0729 cum of 5.6 - 2.80mm, 0.0405cum of 2.80mm and below (type - B) graded HBG metal using 19Kg of VG 30 Bitumen for 10sqm 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 of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete as per MORTH specification Rev. V for forming Diversion Road

CONSTRUCTION OF PCC 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 conferdams, 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 PCC RETAINING WALL

Vibrated Cement Concrete M10 grade (Nominal Mix) 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) 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 FOOTINGS OF PCC RETAINING WALL

Vibrated Cement Concrete M20 grade (Nominal Mix) 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 depths, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)

Vibrated Cement Concrete M20 grade (Nominal Mix) 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)

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 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 conferdams, 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 RCC RETAINING WALL

Cement Concrete M10 grade (Nominal Mix) 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 BELOW FOOTINGS OF RCC RETAINING WALL

Vibrated Reinforced Cement Concrete M25 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for BASE SLAB OF RCC RETAINING WALL

Vibrated Reinforced Cement Concrete M25 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF RCC RETAINING WALL (below sill level)

Vibrated Reinforced Cement Concrete M25 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, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting 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 the Retaining Wall

Vibrated Cement Concrete M15 grade (Nominal Mix) 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 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 Fe-500 steel required for all RCC items involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length 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 1009.3,1600 of MORT&H Specfications ( Fifth Revision)

DISMANTLING

Dismantling the existing Random Rubble Masonry in the existing causeway and Culvert and clearing away from the work site and carefully stacking the useful materials for reuse on the road side as directed by the Engineers including all labour charges etc complete.

Dismantling the Plain Cement Concrete in the existing bridge and clearing away from the work site including cost if conveyance, labour charges and all other incidental charges etc complete

CONSTRUCTION OF BOX CULVERT

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

Vibrated Cement Concrete of grade M15 Nominal Mix, 1:2:4 using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE COURSE OF BOX CULVERT AND RETURN WALL.

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for BOTTOM SLAB OF BOX CULVERT.

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc., complete for BODY WALL OF BOX CULVERT.

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site, but excluding cost and fabrication of steel but including cost of formwork, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges, etc for TOP SLAB OF BOX CULVERT.

Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications in BOX CULVERT AND RETURN WALL.

Supply and Fabrication of Fe-500 grade 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 Section 1009.3 and 1600 of MoRT&(H) Specifications ( Fifth Revision).

Providing Filter Media behind Box culvert and Return walls for 600 mm thickness using clean III graded material 53 mm to 5.6 mm well compacted in layers with smaller size towards the soil and bigger size towards the wall including cost and conveyance to work site,including all labours and other incidental charges etc complete as per Cl.710.1.4 7Appendix-6 of IRC 78-2014

Vibrated Cement Concrete M20 Grade Nominal mix using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.

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 using 12mmx25 mm flats for grating arrangements and 100 mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of Cast Iron pipes and flats and fixing them in position etc complete as per Section 2705 of MoRT&(H) Specifications (Fifth Revision).

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL.

Supply and Fabrication of Fe-240 grade 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 Section 1009.3 and 1600 of MoRT&(H) Specifications ( Fifth Revision).

VCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for Wearing coat over the Box Culvert.

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

LAKSHMI CONSTRUCTIONS

M/S.S.K.CONSTRUCTIONS